| Vinh City Bypass Construction Project in Nghe An Province (BOT form) | | Civil Engineering Construction Corporation No.4 - Joint Stock Company | 362 billion VND (approximately $24 million) | | /ThuVienAnh/2014-05/duan2.jpg | | Dự án Đầu tư | | - Soft soil treatment by PVD in combination with cap concrete and surcharge. - Bridge is made of permanent steel-enforced concrete, girders are made of pre-stressed steel-enforced concrete, and piers are made of cast – in – place steel-enforced concrete. | Vinh City, Nghe An Province | - Total length of the road is 25.8m; width of cross section is 12m and base is 11m. - There are eleven (11) bridges, included two (2) large sized ones, and nine (9) small and medium sized ones. | 12/1/2005 | 5/1/2003 | |
| The project to build Ring Road 3 Hanoi - Phase II (Package 1) | MAI SERVICES SECTION - China (+620 KM19 - KM23 +195) PROJECTS UNDER CONSTRUCTION Ring Road 3 HANOI | PROJECT MANAGEMENT UNIT THANG LONG (PMU Thang Long). CONTACT LIST SAMWHAN - CIENCO4 | 1,416 billion (approximately USD 70.8 million), from Japanese ODA. | Package 1 has a total length of 3575m (from the Km19 of Km23 +195 to +620) is located within the city of Hanoi, including the viaduct runs along the beam span length 3183m SPT, two bridge branches Trung Hoa Trung Hoa A and B each branch to branch 119.1m long span structures SPT and wall systems. | /ThuVienAnh/2014-05/duan7.jpg | | Đã hoàn thành | | | | 1. Part for: Tender Package includes 3183m long viaduct with 83 spans with beams super-T (from Km20 to Km23 +195 +8.23), Trung Hoa Bridge Branch A (three beats by super-T beam) 119.1 m long and branch to China Hoa B (3 beats super-T) length 119.1 m. The entire bridge beams using super-T 905, 647 bored piles D = 1.5 m total length of 25.944m and 86 bored piles D = 1.0 m total length of 3.348m. bond length from 37-54 m. 2. Section path: + The motor vehicle: 4 x 3.75 = 15.0 m + The rudimentary: 2 x 1.75 = 3.5 m. + Median: 1.5 m. + Curb: 4 x 0.75 = 3.0 m. Total width: 23.0 - 28.0 m. The structure of the main routes: - Structure of the pavement layers from top to bottom as follows: + Plastic fine-grained concrete. t = 5 cm + Layer plastic stickiness lit/m2 1.0 + Asphalt secondary particles, t = 7 cm + Permeable plastic layer 1.5 lit/m2 + Macadam level of 1, t = 30 cm + Macadam level class type 2, t = 45cm + K98 thick layer: t = 30 cm Retaining wall systems: - First retaining wall system retaining wall is to include anchors, U-shaped retaining wall, retaining wall T and gravity retaining walls.
| | | Progress of bids 29 months, construction started on 26/03/2011. |
| Complex commercial center - services and urban housing CIENCO 4 TOWER | | Civil Engineering Construction Corporation No.4 - Joint Stock Company | | | /ThuVienAnh/2014-05/duan2.jpg | | Dự án Đầu tư | | | 215, Le Loi Street, Vinh City, Nghe An Province | Construction Area: 10,000 m2 | 5/23/2012 | 5/1/2010 | |
| The project to build hydropower plants DaKhai - Lam Dong (in the form of BOO) | | Civil Engineering Construction Corporation No.4 (CIENCO 4) | 219 billion VND, equivalent to 10.9 million | | /ThuVienAnh/2014-05/duan1.jpg | | Dự án Đầu tư | | | DaChay Commune, Lac Duong district, Lam Dong province | - Design capacity: 8.1 MW | 5/1/2010 | 5/1/2005 | |
| Package 9 under North-South Expressway Construction Project section from Ho Chi Minh city – Long Thanh - Dau Day | | Vietnam Expressway Corporation (VEC) | Capital source:Japan International Cooperation Agency (JICA) ,Contract value: 2.433.593.751.760 VND | Design Consultant : Nippon Koei (Japan); Kri International (Japan); Hafico Group. Nippon Koei and Tedi South Joint Venture | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article4.jpg | | Đã hoàn thành | | | | Grade separation of Ho Chi Minh city Ring Road No.2 at Km4+514 includes 8 ramps Ramp A1 with the length of 1240m Ramp A2 with the length of 1869 m Ramp B1 with the length of 2811 m Ramp B2 with the length of 1161 m Ramp C1 with the length of 1352 m Ramp C2 with the length of 1351 m Ramp D1 with the length of 1044m Ramp D2 with the length of 1206m | | | 24 months. |
| Investment projects to upgrade, expand Highway 1A South Ben Thuy Bridge - bypassing cities of Ha Tinh, Ha Tinh province BOT. | | Civil Engineering Construction Corporation No.4 - Joint Stock Company (CIENCO 4). | 2,434 billion VND |  The main objective of the project: Upgrade and expansion stage 1A South Ben Thuy Bridge - Route avoid Ha Tinh city, Ha Tinh province to meet the transport demand increasing on 1A, reduce congestion and traffic accidents, and meet requirements of socio-economic development and national defense and security, in accordance with the planning and development orientation of Transportation. Agency approval of the project: Decision: 5/9/2012 2118/QD-BGTVT days of the Minister of Transport. Type of investment: Investment in the form of Build - Operate - Transfer (BOT) Decree No. 108/2009/ND-CP dated 27/11/2009 of the Government and other relevant regulations. Supplier Credit Bank for Investment and Development of Vietnam (BIDV) Consulting organization founded Project Consortium JSC Consulting and Construction Technology & Security Corporation to design and build NaNo. | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article8.jpg | Scope of construction: - The main route: + The first: Communications II bridgehead Ben Thuy Xuan commune with QL8B Members, Nghi Xuan district, Ha Tinh province (Km16 +500 QL8B). + End point: Km504 +400 (first intersection with the line to avoid Telling 1A Thach of Vietnam, Thach Ha district, Ha Tinh province). - The service branch: + The first: Km484, 1A. + End point: Transportation QL8B with 1A (+653 Km485 1A) of the Hong Linh town. - The length L = 35.1 km road section. | Đã hoàn thành | | | Nghi Xuan District, Hong Linh town, Can Loc district, Thach Ha district, Ha Tinh province. | Construction scale: a) The line: - Level lines: Standard grade III Delta (standard TCVN4054-2005). Design speed in range = 80km / h. - Scale cross-section: + The non-urban segments: Width = 20.5 m roadbed width of embankment. + The section running through urban width of embankment = 25.5 m, designed to ensure 4-lane and 2-lane motor primitive, the median, vertical drainage system in accordance with the plan. b) The requirement: - Design standards for 22TCN272-05. - Scale: permanent reinforced concrete bridge, BTCTDUL. - Bridge width: 10 bridges with a total length of about 550 meters, is now open to normal operation, the entire advantage and build a unitary besides ensuring appropriate scale sugar levels. - The design load requirements: HL93; Pedestrians: 3x10-3 MPa. c) Intersection: - The intersection is designed as a communication and organization of traffic by painted lines, traffic islands, complete layout guide traffic signs. - People born Roads connecting designed stroked smoothly and ensure traffic safety. d) Other works on-line: - Horizontal Sewer: Connected better tools and building sluice gates and aperture not enough damage. - Sewer along: The section running through urban areas, populated areas designed vertical drainage system. e) Traffic Safety Systems: Design follow road signs charter 22TCN 237-01. f) System sidewalks, trees, lighting: Building lighting system (refund), sidewalks, trees running through the town of Loc and Hong Linh town. | | | Starting 9/2012, completed 8/2014. |
| Vinh City Bypass Construction Project in Nghe An Province (BOT form) | | Civil Engineering Construction Corporation No.4 (CIENCO 4) | 362 billion VND (approximately $24 million) | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article8.jpg | | Đã hoàn thành | | - Soft soil treatment by PVD in combination with cap concrete and surcharge. - Bridge is made of permanent steel-enforced concrete, girders are made of pre-stressed steel-enforced concrete, and piers are made of cast – in – place steel-enforced concrete. | Vinh City, Nghe An Province | - Total length of the road is 25.8m; width of cross section is 12m and base is 11m. - There are eleven (11) bridges, included two (2) large sized ones, and nine (9) small and medium sized ones. | 12/1/2005 | 5/1/2003 | |
| The project to build Ring Road 3 Hanoi - Phase I (Package 3) | Package 3, thanh xuan - north linh dam lake section (Km25+265 - Km28+532) under Hanoi ring road no.3 construction project | TLC - CIENCO4 - CIENCO8 joint venture | 1.388 bilions VND (72,6 milion USD), from Japan ODA capital resources. | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/image_gallery4.jpg | Package 1 with the total length of 3263m ( from Km19+620 to Km23+195) in Ha Noi city, contain 3263m Super Tee - beam viaduct; Trung Hßa A and Trung Hßa B ramps; the road and retaining wall. | Đã hoàn thành | | | | Packake 3 contain 3267m viaduct, with 85 Super Tee spans; Thanh Xuan A ramp, Thanh Xuan B ramp (3 Super Tee spans; 119,1m length of each ramp). The package uses 931 Super Tee girders; 688 borepiles D=1,5m; 34 borepiles D=1,0m. The length of bored pile from 38 -53 m. Total width of bridge: 20,5 m. 2. Road work: - Total width: 23.0 - 28.0 m, with pavament’s structure: + Asphalt concrte surface course 5 cm + Tack coat 1.0 liter/m2 + Asphalt concrete binder course 7 cm + Prime coat 1.5 liter/m2 + Class I aggregate base course 25 cm + Class II aggregate base course 30 cm + Subgrade layer 30 cm - MSE retaining wall, T-shape retaining wall, U-shape retaining wall, gravity retaining wall. | | | Construction schedule is 30 months. |
| CW2A LOT PACKAGE 1: CONTRACT FOR CONSTRUCTION AND ROAD TO KHE (KM9 TO Km10 +155 +600) | CW2A Lot 1 Package Execution Path Bridge and Dong Khe (Km9 Km10 +155 to +600) | PMURTW) | 505,980,087,000 VND | Developing urban transport Haiphong route to avoid building urban city of Hai Phong and Dinh Vu port connection and Lach Huyen port with NH5 corridor. The project aims to improve traffic between the port of Dinh Vu / Lach Huyen and industrial corridor NH5, relieve heavy freight vehicles from the urban environment and improve safety for residents, reduce congestion by intersection designs using flower market; new urban development of Hai Phong city, the commercial sector and industry; saving travel time, reduce accidents, improve air quality along the project corridor, improve long-distance transport. Department of Transportation Haiphong through the management of projects in transport sector will undertake development projects of urban traffic Hai Phong city to promote mobility, improve public transportation, and enhance planning and urban traffic. | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article19.jpg | | Đã hoàn thành | | | Location CW2A Lot 1 package starting Km9 +155 (end of Lot 2 CW1A package) to Km10 +600 (first point of the package CW2A Lot 2), with a total length of 1.445m. | Section consists of two lines (02) motor vehicle lanes with a design speed of 70km / h and two (02) rough lane, three (03) ram up the Dong Khe including R3, R4, and R5. The road surface is as follows: - The structure of a motor vehicle: + 30 cm thick soil foundation + Level macadam layer below 35cm + Level macadam 18cm thick layer on + Asphalt layer thickness 7cm mediators + Coarse asphalt concrete layer thickness 5cm - The structure of motorized vehicles and ram: + 50cm thick layer substrate + Level macadam layer below 18cm + Level macadam 15cm thick layer on + Asphalt layer thickness 7cm mediators + Coarse asphalt concrete layer thickness 5cm Software for Dong Khe Bridge spanning Truong Chinh and run along the Lach Tray River, including two independent integral bridges, each bridge is 14m wide parallel. The distance between the two bridges is 2m. The total width of the two bridges is 30m. Dong Khe bridge diagram as follows (4 +120 +75 +75 +4 @ 33m @ 33m), of which: - Map of the main bridge (75 +120 +75) m, using structural reinforced concrete box girder under the balanced cantilever method. - The result includes the first 4 to span 33m each side. A total of 12 cross beams on. - Reinforced concrete abutments. Including 12 foundation piles with a diameter D = 1.2 m; pile length is estimated at 61.5 abutment A1, A2 abutment is 64.0 m. - Head of reinforced concrete, diameter bored piles at piers in rhythm leads to the expected length 55.0 ~ 66.0 m and the transition office is D = 1.2m, at the office in the main span length expected to be 60.5 m D = 1.5m. | | | |
| Nhat Tan Bridge Construction Project (Hanoi) | | Vietnam Expressway Corporation (VEC) | U.S. $ 903 billion, equivalent to USD 47.2 million | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article21.jpg | | Đã hoàn thành | | + Prestressed Concrete Structures + Nail pile | | - Class of asphalt concrete surface 5 cm thick - Asphalt buffer layer thickness 7 cm - Thin layer of gravel 15 cm - Under the thin layer 25 cm thick gravel - The road E0> 50 MPa. | | | - Time start: 2009 |
| PACKAGE 1, ROAD CONSTRUCTION PROJECT LINKED FROM Noi Bai Airport TO Nhat Tan Bridge | ROAD CONSTRUCTION, BRIDGE AND THE MEDIA SECTION km0 +00 - KM1 +539.48, UNDER CONSTRUCTIONS LINKAGES TO THE Noi Bai Airport Nhat Tan bridge. | MINISTRY OF TRANSPORT , Representatives of the investor: PROJECT MANAGEMENT 85 (PMU85) | Package a value equivalent to 735 billion | Using loans JICA of Japan | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article22.jpg | Package 1 with total length 1539.48m (from +00 to submit to km0 Km1 +539.48) located within the city of Hanoi, which has 1145 m street, a railway bridge over L = 394 m, a bridge beyond Nam Hong L = 295 m. | Đã hoàn thành | | | | - The line on the main line of package sizes 6 lanes, the width of the road Bm = 22.50m, textured asphalt concrete pavement.
- The road bridge is U-shaped retaining wall system, with reinforced concrete L, put us pile 35x35 cm.
- Bridge over the railway with total length L = 394 m, width B = 32m bridge, spherical pairs, including 10 rhythms with Super Tee girders, reinforced concrete abutment head, put on us pile D = 1.0 m. - Bridge over Nam Hong has a total length L = 295 m, breadth B = 8 m bridge, designed with reinforced concrete box girder tensioning continuous 7 beats, reinforced concrete abutment head on pile foundation system D = 1.0 m
| | | Construction schedule is 30 months. |
| EX1B PACKAGE - PROJECT motorways of the Ha Noi - Hai Phong | Project Package EX1B high speed motorways Hanoi - Hai Phong | (VIDIFI) Vietnam Infrastructure Development and Finance Investment Joint Stock Company (VIDIFI., JSC) | 499,000,000,000 VND | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article23.jpg | Package Range from Km1 Km6 +065.74 to +200 with route length is 5134.26 m, in which the length of 685.87m and the bridge section is located on the road is 4448.39m Da Ton commune and district Kieu Ky Gia Lam Ha Noi city. | Đã hoàn thành | | | | 08 Building bridges including bridges B1-01, B1-02, B1-03, B1-04, B1-05, B1-06, B-01, for a total length of 685.87m time (up to the end abutments) , bored pile foundation structure D1.2m, global D1.2m 486 bored piles with a total length of 22076m, superstructures composed of 7 beats in-situ hollow beams, 70 beams SPT 38.3m, beam 65 I 33m long and 32 pre-cast beams of 15m long. Section lines: - Construction of road from the main highway to Km6 Km1 +065.74 +200, with a total length of road section is 4448.39m line, on-line can handle soft soil with sand piles, piles compacted sand and absorbent sponge. - Construction at 02 intersections and Km3 Km2 +270.00 +720.00. - System collection lines: Execute 02 frontage road left and right line running along the route to connect with local roads. Part Drainage - underground drain people: - Sewer: 19 culverts and 19 box culverts kinds D0.75m kind; D1.0m and D1.25m. - Construction of underground drain people's systems BxH = 6.5x3.2, L = 35.0m at the 4 +900.00 management and underground drain people BxH = 6.5x3.2, L = 43.94.0 m in the 6 reasons +043.00 . | | | Completion time according to the bidding dossier 27 months. |
| Package 5: IMPLEMENTATION OF CONSTRUCTION AND DESIGN DRAWING AND APPLICATION LAYER ROAD car parks - AIRPORT VINH | Package 5: Constructing and design drawing | Airports Corporation of Vietnam | 103,540,748,543 VND | Road projects floors and car parks - Vinh airport. Located in Nghi Lien, Vinh City, Nghe An. Fund: investment fund to develop HK Port Corporation Vietnam. Type or grades: grade III Roads, project group B. | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91ang%20th%E1%BB%B1c%20hi%E1%BB%87n/article24.jpg | | Đã hoàn thành | | | | Part road story: Including road viaduct and bridge specific: - The scheme consists of 19 spans with: 1x12m +17 +1 x15m x12m, with a total bridge length is L = 279m - The structures under construction is Phase 1 categories footing and foundation of the universe. Abutments are designed with reinforced concrete. - Cross section 9 m wide bridge, girder structure is part of the cast in place concrete structure reinforced. - The 2 car running smoothly abutment to design solutions to reduce the load floor length L = 6m, 2 road bridge was designed in sync with demand. with section: + Concrete 6cm thick plastic cutting C12.5 + Concrete tight plastic 7cm thick C19 + Level 1 Level macadam 15cm thick + Level macadam 15cm thick type 2 Hills and K + 50cm thick ≥ 0.98 Part street car parks: - Airport car parking and road system consists of two separate areas covering the areas of new construction and renovated areas: · Newly built areas: Structures built car parks selected new sync with the texture of the road system to calculate 10T axle load vehicles can circulate. Structures car parks and transport systems construction as follows: + Concrete 6cm thick plastic cutting C12.5 + Concrete tight plastic 7cm thick C19 + Level 1 Level macadam 15cm thick + Level macadam 15cm thick type 2 Hills and K + 50cm thick ≥ 0.98 · Improvement area: Area improvement from the existing apron augmented by layers of asphalt concrete C12.5 5cm thick (average). North Apron passenger terminal is designed with slope 1% towards the direction of drainage sumps 2 sides apron. Apron southern passenger terminal is designed with 1.5% slope to ensure drainage ditch on the arrangement between the two rows of cars parked and drainage water collection system located about 2 concrete apron margins. | | | 9 months |
| Project high speed motorways City. Ho Chi Minh City - Trung Luong (Package 3) | | Ministry of Transport | | | /ThuVienAnh/2017-10/sgtl_Key_24102017160601.jpg | | Đã hoàn thành | | - Abutment pile foundation construction method auger diameter D = 1 m and D = 1.5 m. - Super-T beams were cast at the casting yard and installed into place with special price girder. - Cantilever beams: vehicles constructed by a dedicated cast. - In-situ box girder on scaffolding - Treatment of soft ground by sand wells, drain, geotextile, counter pressure pad combined preloading. | Ben Luc District - Long An Province | - The bridge consists of two parallel bridges: Each bridge 1940.6 m long, 12.25 m wide .. - Section 1391.7 m long, 24.5 m wide 12.25 x2 = | 2/1/2010 | 12/1/2004 | |
| 24 bridge construction project period tp. Ho Chi Minh City - Can Tho | | ODA/JBIC/BGTVT | 454 billion VND, equivalent to $ 30 million | | | | Đã hoàn thành | | + Reinforced concrete structures prestressed + Mong + bored piles | | | 1/1/2003 | 1/1/1996 | |
| SUMMARY OF PACKAGE NO.A2 LO RIVER BRIDGE Km 48+181.30 NOI BAI – LAO CAI HIGHWAY CONSTRUCTION PROJECT | | Vietnam Expressway Corporation (VEC) | 406 billion VND, equivalent to $ 21 million | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91%C3%A3%20ho%C3%A0n%20th%C3%A0nh/article2.jpg | | Đã hoàn thành | | - Abutments, pier based on bored pile foundation with diameter D = 1.0m and D = 1.5m. - Approach bridge’s super-structure is PCI girder, with length L = 40m, height H = 2.0m. - Main bridge’s super-structure constructed by free balance cantilever method. The cross-section of box girder inslude two vertical rib; height changes from H = 3.153m to H = 6.153m; width B = 9.0m. | Vinh Phuc province | - CIENCO4 undertake to construct Song Hong bridge, L = 815.5m with 8 spans girders I40 and 5 cantilever girders, width’s bridge is 16.25m | 7/31/2012 | 12/1/2010 | |
| SUMMARY OF PACKAGE NO.A3 RED RIVER BRIDGE Km 77+653.35 NOI BAI – LAO CAI HIGHWAY CONSTRUCTION PROJECT | | Vietnam Expressway Corporation (VEC) | | | /ThuVienAnh/D%E1%BB%B1%20%C3%A1n%20%C4%91%C3%A3%20ho%C3%A0n%20th%C3%A0nh/article10.jpg | | Đã hoàn thành | | - mố cầu, bến tàu dựa trên móng cọc khoan nhồi đường kính D = 1,0 m và D = 1,5 m. - siêu cấu trúc cầu Phương pháp tiếp cận là PCI dầm cầu, với chiều dài L = 40m, chiều cao H = 2.0m. - siêu cấu trúc chính của cây cầu được xây dựng bằng phương pháp đúc hẫng cân bằng miễn phí. Mặt cắt ngang của dầm hộp inslude hai xương sườn thẳng đứng; chiều cao thay đổi từ H = 3.153m để H = 6153; chiều rộng B = 9.0m. | Phu Tho province | - Long Bridge là 855.90m với 8 nhịp dầm I40 và 5 dầm đúc hẫng, cầu chiều rộng là 16.25m | 7/31/2012 | 12/1/2010 | 36 tháng. |
| Interchange Construction 07 (IC07) | Interchange Construction 07 (IC07) | Vietnam Expressway Corporation (VEC) | |
Noi Bai – Lao Cai Expressway Project
with total length of 264 Km starts at the interchange between the National
Highway No.2 and Bac Thang Long – Noi Bai expressway (Hanoi) and ends at Quang
Kim commune, Bat Xat district, Lao Cai province. The expressway runs through five
provinces such as Hanoi, Vinh Phuc, Phu Tho, Yen Bai and Lao Cai, connecting
with Con Minh – Ha Khau expressway of China which is one part of transport
infrastructure development project under Con Minh – Hanoi – Hai Phong Economic
Corridor. | /ThuVienAnh/2017-10/maxresdefault_Key_24102017160159.jpg |
The interchange 07 under Noi Bai – Lao
Cai expressway construction project is located at the station Km48-890 (from
km48+440 to km49+431.5) of Viet Tri city, Phu Tho province. | Đã hoàn thành | | | | Road work: Pavement structure of ramps: Cement-concrete pavement at the toll station 25cm cement-concrete Base treated cement 25cm subbase
| | | |
| Da Nang – Quang Ngai Expressway Construction Project | Contract Package 4 | Vietnam Expressway Corporation (VEC) | 2.066.895.798.381 VND |
The bidding package 4 is constructed from sta. Km21+500
to Km32+600 under North – South Expressway (Da Nang – Quang Ngai). The length
is 11.1km belonging to 2 districts: Duy Xuyen and Que Son of Quang Nam province
includingthetunnel through Eo mountain at sta. Km22+485 – Km23+00 under Duy
Xuyen district – Quang Nam province and four (04) small-scale bridges: ORB04
(Km23+390, L=2x27m); ORB05 (Km24+892, L=2x24m); ORB06 (Km29+505, L=2x30) and OP06
(Km23+950, L=1x21m). | /ThuVienAnh/2017-10/hamcaotocdanangquangngai_18082017_e1_Key_24102017160037.JPG | | Đã hoàn thành | | | | There
are four lanes with the speed of 120km/h; the pavement is designed with Eyc≥200MPa,
(including 30cm subbase, 30cm base, 15cm base treated cement 5%, 8cm asphalt
concrete binder course, 5cm asphalt
concrete surface course and 3cm rough asphalt concrete). The
twin tunnel includes the left side (north direction) with 556m in length
(km22+485~ Km 23+00) and the right side (south direction) with 515m in length (Km
22+485 ~ Km 23+041). The speed is 120km/h. The tunnel is designed in accordance
with the NATM (New Austria Tunnel Method) and constructed by two strong units
in the Vietnamese transport sector such
as CIENCO4 JSC and Da River Corporation.
As shown in the signed contract and approved schedule, the tunnel will be
completed on 4th January 2017. | | | |
| Ho Chi Minh City Urban Railway Construction Project, Ben Thanh - Suoi Tien Section (Line 1) | Contract Package 1a: Metro project Ben Thanh – Suoi Tien | Ho Chi Minh City People’s Committee | 2.491 billionUS dollars |
The Metro project (line 1) includes four
main contract packages with the length of 19.7km and total investment of 2.491billionUS dollars funded by JICA and counterpart
funds of Ho Chi Minh city. | /ThuVienAnh/2017-10/cp1 a goi thau 2017_btst_Key_24102017155743.jpg | | Đang thực hiện | | | |
Ho Chi Minh City Urban Railway
Construction Project, Ben Thanh - Suoi Tien Section (Line 1) is the important
key transport project of the city for linking transport among provinces,
resolving traffic jams, motivating development of urbans in the region and
making socio-economic development. The project has been divided into four
(04) main contract packages such as 1a, 1b, 2 and 3. In which, the package 1b “Underground
metro construction fromthe Opera House to Ba Son”, package 1a “Underground metro
construction from Ben Thanh station to Opera House”, package 2: “construction
of elevated
railway and depots” and package 3: “purchase and installation of electrical
systems, rolling stock, rail and maintenance” | | 11/16/2016 | |
| Ben Luc – Long Thanh Expressway Project | Contract Package J3 | Vietnam Expressway Corporation (VEC) | 3.558 billion VND |
The contractor package J3 is started from
Km29+264 (neighbouring to Package J2) to Km32+450 (neighbouring to package A5)
with 3.186km in length including Phuoc Khanh bridge and flyover through Can Gio district under Ho
Chi Minh city and Nhon Trach district under Dong Nai province. The expressway
meets the standard type A of TCVN5729-97. The speed is 80km/h in design stage
and 100km/h in completion stage. The width of bridge is 21.75m with main
quantity: Phuoc Khanh stayed cable bridge with main span 149,5+300+149,5m;
Approach span on the west 41+11*70+41m; Approach span on the east 41+11*70+41m
executed by balanced cantilevel box girders and 17 Super – T girders; more than
29m cast-in-place piles; 6.252 steel pipe sheet piles with dia.1,5m; over
38.000m3 excavation soil; 106.473m3 concrete; 12.435 ton reinforcement steel;
322 sets of bridge bearings. The project is constructed by Sunmitomo Mitsui -
Cienco4 Joint Venture. Total cost is over 3.558 billion VND expected to complete
by 42 months. | /ThuVienAnh/2017-10/benluclongthanh11_Key_24102017155427.jpg | | Đang thực hiện | | | |
Ben Luc – Long Thanh Expressway has the total length of 57,1km through Long
An province, Ho Chi Minh city and Dong Nai province. The expressway is designed
in accordance with standard type A with
4 lanes, 2 emergency stopping lanes and 100km/h in speed. Total investment in
1st stage is over 31.320 billion VND. | | 10/28/2014 | |
| Second Runway Construction Project of Cam Ranh International Airport | Second Runway Construction Project of Cam Ranh International Airport | Khanh Hoa Key Projects Management Board | 1.936 billion VND |
The project is invested by Khanh Hoa Key
Projects Management Board and executed by Contractors Joint Venture: Civil
Engineering Construction Corporation No.4 –JSC (CIENCO4), 319 Corporation
Ministry of National Defence, Phuc Son joint stock company and Nam Phuong MSC.
Total investment is 1.936 billion VND with many working items such as
constructing the second runway; expanding and connecting with the taxiways;
carrying out water drainage ditches system at flight area, fence system and
service road; building and installing main items of flight management signal
& information system complying with the International Civil Aviation
Organization (ICAO) standard; and aircraft parking area. After putting into
operation, the project will make the infrastructuremodern, strengthen capacity
of airport, satisfy quality of passenger service. | /ThuVienAnh/2017-08/camranh_Key_01082017165639.png | | Đã hoàn thành | | | |
The project consists of the new runway No.2 with 3km in length and 45m in width reaching 4E standard for exploitation of large
aircrafts such as A350, B747F, B777 LR;
taxiways connecting with the runway and airfields; information& signal
systems. It is guaranteed to operate 2 large-scale aircrafts at the same time in peak hours. | | 3/16/2015 | |
| Moc Bai urban's road construction | Contract Package CW-8: Moc Bai urban's road (Tay Ninh pronvince) | PMU Tay Ninh | 361,3 billion VND | | /ThuVienAnh/2017-10/11_XHVJ_Key_24102017151220.jpg | | Đang thực hiện | | | | Construction of Moc Bai urban's road using by ADB loan | | 11/15/2017 | |
| Investment project for the construction viaduct of Mai Dich - Nam Thang Long section of Ha Noi Ring Road No.3 | Contract Package 1: Construction of Mai Dich - Co Nhue section | Investor representative: Thang Long Project Management | 1.448,699 billion VND | | /ThuVienAnh/2017-10/Caucan20112_5ecfe-9e015_Key_24102017153610.jpg | | Đang thực hiện | | | | The project location is located along Pham Van Dong road, the first point is in the north of Mai Dich bridge, the last point is in the south of Thang Long bridge with the total length over 5.3 km. | | 12/12/2017 | |
| Hanoi City Yen Xa Sewerage System Project | Package No.1: Construction of Yen Xa Waste Water Treatment Plant with capacity of 270,000 m3/day. | Hanoi city People's Committee | ~1000 billions | | /ThuVienAnh/2020-01/yxa_Key_06012020140750.jpg | | Đang thực hiện | | | | Construction of Yen Xa Waste Water Treatment Plant with capacity of
270,000 m 3/day on a total area of 138,225 m2 which construction area 43,202 m2 | 12/17/2022 | 12/17/2018 | |
| Nguyen Van Linh - Nguyen Huu Tho Underpass | Package no.XL01 - construction of Underpass HC1 and traffic road | Project Management Board of Transport Construction Works | ~253 Billion | | /ThuVienAnh/2020-02/hamchuinvl_Key_07012020154920_Key_18022020152730.jpg | | Đang thực hiện | | | | Package no.XL01
- construction of Underpass HC1 and traffic | | | |
| Sub-project to construction Cam Lo - La Sown section under the South-North Expressway’s roads period 2017-2020 | Package No. XL9: Installation, servey and shop drawing design for section from Km87 to Km81+500 | Ho Chi Minh Road Project Management Board | ~623 billion | | | | Đang thực hiện | | | Thua Thien Hue | Installation, survey and shop-drawing design
for section from Km87 to Km81 + 500 (including Khe Thuong, Tuan, Chau E
bridges, viaduct TL12B, flyover QL49 and flyover at Hue bypass) | 1/3/2022 | 1/3/2020 | 715 days |
