Civil Works

Drainage system of the central road of Tien Ha commune

Budget capital and other lawful capital sources

Within the scope of the Law on Bidding

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National competitive bidding

Uncategorized

09:00 29/05/2018

[Construction of water supply and drainage projects] - [Construction of other utility projects]

a. Sidewalks: - Sidewalk structure: Sidewalk is 2m wide on each side; area: 4069.20m2 + Cement concrete 10 cm thick stone 1x2 M150; cut anti-crack (2x3)m; + The pavement is compacted K95. - Concrete pavement structure: 1981.57m long; + The curb is made of cement stone concrete 1x2 M200 poured in place. + The sidewalk foundation is made of 1x2 M200 stone cement concrete with a thickness of 15cm on top of 10cm thick gravel layer poured in place. b. Drainage works: - Drainage along the route: Centrifugal concrete culvert D600, 1279m long, including 56m load-bearing culverts and 1,223m pavement culverts. + The sewer foundation is made of gravel, 20cm thick. + Manholes: 62 pieces with the size of 1.4mx1.4m, of which there is one manhole at Km 404.27 connecting the village culvert with the size of 1.8x1.7m. Manhole foundation with gravel concrete 2x4 M200; manhole body of gravel concrete 2x4 M200; manhole woven beams made of gravel concrete 1x2 M200; woven concrete manhole plate with gravel concrete 1x2 M200, arranged with steel braces for manholes and steel braces for knitting plates; - Cross-road village sluice at Km0+307.83: The sluice has a length of 8.1m; 1m wide; - Cross-road village sluice at Km0+404.27: Connecting downstream culvert 1.8m long, 1.3m wide and upstream 2.75m long and 1.3m wide; - Crossing village culvert Km0+603.62: Connecting downstream culvert 6.35m long and 1m wide. Texture: 10cm thickness of gravel and gravel; culvert foundation made of BTXM gravel 4x6 M150; Drain body made of BTXM gravel 2x4 M200; Bars made of BTXM gravel 1x2 M200; The culvert is made of BTXM gravel 1x2 M250; Head wall, upstream wing wall made of BT gravel 2x4 M200; Concrete foundation for head wall, wing wall, tray foot, culvert yard with BT gravel 4x6 M150; Downstream arrangement of manholes: Manhole foundation made of gravel concrete 2x4 M200; manhole body of gravel concrete 2x4 M200; manhole woven beams made of gravel concrete 1x2 M200; 1x2 M200 gravel concrete manhole panels. c. Drainage piles, talus roof embankments, earth embankments: - A total of 38 pepper piles shall be arranged at the beginning and the end of the route, at the position connected to the existing road. - Embankment of talus at Ba Tap bridge abutment: Concrete of 2x4 M150 gravel talus roof with thickness of 15cm, concrete of 4x6 M150 gravel tray foot on 10cm thick layer of gravel, 0.7m deep and 0.3m wide. - Ground embankment inside the sidewalk: from pile 9 - pile 12 and from pile 47 - pile 53, embankment body is gravel concrete 2x4 M150, embankment foundation is gravel concrete 4x6 M150. d. Lighting electricity: On the route from km0+0.00 -> km1+017.30, electric lighting will be arranged along the route. The total number of lighting poles is 34 poles, of which 8 poles are available on the utilization route.

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2.000.000 VND

09:30 29/05/2018

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