The whole construction part

Upgrading rural roads in Nghi Thinh commune, Nghi Loc district (The section from hamlet 7 to hamlet 15, Nghi Thinh commune)

Contractor selection plan

Provincial and district budgets support, commune budgets and mobilize other lawful capital sources

Within the scope of the Law on Bidding

Single Stage Single Envelope

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National competitive bidding

Uncategorized

08:30 15/06/2020

[Construction of roads] - [Construction of other utility projects]

* Main route from Km0+00 to Km 0+950.87: + From Km0+00 to Km 0+132.73: road surface width 4m; The roadbed is stripped of organic soil, filled with grade 3 soil, ensuring the required density of K95. Horizontal slope slope I face = 2%; Under the road, there is a reinforced concrete drainage sewer with the size of 0.4x0.5m, the cover of the ditch is filled with reinforced concrete. + From Km0+132.73 to KM 0+950.87: road surface width 5m; The roadbed is stripped of organic soil, 0.5m of roadside is filled with grade 3 soil, ensuring the required density of K95. Horizontal slope slope I face = 2%, I margin = 3%; On the roadside, there is a reinforced concrete drainage culvert with the size of 0.4x0.5mm, with a reinforced concrete ditch cover. * Branch routes (4 routes) 1256.29m long: width of road surface is 3.5m; The roadbed is stripped of organic soil, filled with grade 3 soil, ensuring the required density of K95. Horizontal slope slope I face = 2%. * The road surface structure is as follows: + Pour concrete 1x2 stone pavement with mark 250; + 3cm thick sand buffer layer + 14cm thick layer of standard crushed stone; + The bottom layer of standard stone is 15cm thick; * On the route, 02 culverts will be arranged across the road

Direct

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1.000.000 VND

09:00 15/06/2020

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