The entire volume of construction work

BTXM route from Thanh Giang (Nhon Phong) to Trung Dinh (Nhon An); (Starting point: Thanh Giang junction - End point: Trung Dinh)

The entire volume of construction work

Cement province support, Nhon Phong commune budget and mobilize other legal capital sources (if any)

Within the scope of the Law on Bidding

Single Stage Single Envelope

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National Competitive Bidding

Uncategorized

14:00 18/11/2019

[Construction of road works] - [Construction of other public works]

Length of upgraded and expanded section: L = 911.28m. Road surface width: Bm = 3.5m÷4.5m; Width of roadbed: 5.0m. Horizontal slope of road surface: face = 2%. Sidewalk horizontal slope: side = 4%. The embankment talus roof: m = 1:1. Roof talus of the excavated road foundation: m = 1:1; - Drainage system: Connect 1.0m of D800mm sluice upstream at pile D3=CONG D80 for Km0+14.90. New construction of head wall and wing wall and sluice yard at upstream side. Connect two culverts D600mm, each segment has a length of L=1.0m in the upstream and downstream of the culvert at pile C10=CONG D60 for Km0+201.40. New construction of head wall and wing wall and reinforcement of terrace downstream of culvert. Keep the old culvert D600mm, L=5.0m, at pile C15=CONG D60, process Km0+412.26. New construction of head wall, wing wall and terrace downstream of culvert. New construction of culverts with dimensions (bxh=0.5x1,0)m, L=5m at pile D14, explanation Km0+492.87. Connect the D200mm sluice at upstream and downstream by 02 sluices of kt village (bxh=0.3x0.3)m, L=1.4m at pile C29=CONG D20, with the length of km0+747.76. New construction of sluice gate D600, L=6.0m at pile C36=CONG D60, reason Km0+894.41. Dig back irrigation ditches and combine drainage on both sides of the route with trapezoidal cross-section, bottom width B=1.0m, total length L=268.20m; - Reinforcement of talus roof on both sides of the spillway: From DAUTRAN pile (km0+136.90) to pile D6=CUOITRAN (km0+232.06), L=95.16m. * Structure: Road surface: M250 layer of BTXM road surface, 2x4 stone, 20cm thick. Silver plastic nail lining. Expansion joints with asphalt mastic. Roadbed: Filling with soil and gravel hill, compacting K95. - Drainage system: D600mm and D800mm culverts are structured as follows: + The footing of the culvert yard is made of 4x6 stone. + The culvert yard, the foot of the tray is built of stone and cement mortar M100. + Wing wall and culvert wall are built of M100 cement mortar. - The culvert sizes (bxh=0.5x1,0)m and (bxh=0.3x0.3)m are structured as follows: + The footing of the culvert yard is made of 4x6 stone. + Foundation, body wall, wing wall and culvert yard are made of 2x4 M200 stone BTXM; + The culvert face plate is made of reinforced concrete stone 1x2 M250; - Reinforcement of talus roofs on both sides of the spillway: + Toenail cushions for stone trays 4x6 10cm thick. + Foot tray made of stone concrete 4x6, M150. + Margins and roofs are made of XM M100 mortar, 20cm thick.

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1.000.000 VND

14:30 18/11/2019

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