Bidder Selection Plan

Civil Works

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Find: 10:34 09/05/2024
Contractor Selection Plan ID
PL2400074987-01
Publishing time
10:33 09/05/2024
Posting Status
Published
Contractor selection plan name
Civil Works
Project management forms
The investor directly manages the project
Using ODA capital?
Are not
Funding source
Do not use ODA capital
Project number
PR2400021167-00
Total investment
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Spending Category
Investment and Development Spending
Project group
Group C
Project implementation time
120 Date
Authority that issues the decision
Cục đường bộ Việt Nam
Approval date
08/05/2024
Approval ID
Quyết định số 2204/QĐ-CĐBVN ngày 08/5/2024 của Cục Đường bộ Việt Nam
Approval Documents

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In case it is discovered that the BMT does not fully attach the E-HSMT file and design documents, the contractor is requested to immediately notify the Investor or the Authorized Person at the address specified in Chapter II-Data Table in E- Application form and report to the Procurement News hotline: 02437.686.611
Related announcements

- Change: Lowest bid price, Publication date, Bidding package information (View changes)

Posted for the first time (View changes)

List of Bid:
Number of packages: 1
1.Civil Works
Tender/ Prequalification Notice ID
Contract execution period
120 days
Domestic/ International
Domestic
Bidding method
Online
Fields
Constructions
Regulatory compliance
Bidding Law
Tender value
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Summary of main tasks of the bid package
7.1. Reinforcement carpet on existing road surface: - Based on the entire current state of the road surface, clean and water adhesion with CRS-I emulsion, standard 0.5kg/m2, compensate for warping and restore the tempered roof with C16 asphalt concrete (BTN) and carpet. Reinforce the C16 asphalt layer with an average thickness of 7cm (including buckling compensation). - Seal the horizontal line with asphalt concrete C16 with an average thickness of 5cm, water the adhesion with CRS-I emulsion, standard 0.5kg/m2. - Compensate with M200 cement concrete from the design road edge elevation to the edge of the existing curb and curb to ensure drainage. 7.2. Vertical drainage system: - Adding drainage ditches for section Km72+135.66 ÷ Km72+686.49 (right of the route). Structure: The trench body consists of a precast M250 reinforced concrete part and a cast-in-place cast-in-place part with variable height made of M250 reinforced concrete, on top is a 15cm thick M250 precast woven panel, underneath the trench foundation is a 10cm thick layer of grit. - Replace damaged existing water collection structures with prefabricated gutter structures. 7.3. Design a horizontal drainage sewer with aperture BxH=(2.0x2.0)m at Km64+674.4 to replace the old sewer. - Culvert structure: Culvert body made of prefabricated M300 reinforced concrete, culvert foundation made of prefabricated M250 reinforced concrete on a 10cm thick crushed stone layer, reinforced ground under the culvert with D6-8cm bamboo piles, length of 01 pile L=3.0m , density 25 piles/m2; Head wall, wing wall, culvert yard are made of concrete M200 poured in place. - Reinforce both sides of the culvert head with crushed stone built with M100 cement mortar 30cm thick on a 10cm thick layer of crushed stone. 7.4. Traffic safety system: Construction, additional installation of road signaling systems: painted road markings, reflective nails, marker posts, signs, guardrails, speed bumps,... according to Standards National technical regulations on road signs QCVN 41:2019/BGTVT; Basic standard TCCS 34:2020/TCDBVN Speed ​​humps and speed humps on roads - Design requirements and current State regulations.
Capital source details
State budget (non-business capital for road economic activities)
Contractor Selection Type
Open bidding
Contractor Selection Method
Single Stage Single Envelope
Contractor Selection Period
May 2024
Type of contract
Fixed unit price
Prequalification
No
Implementation location (After merge)
Đông Hưng District, Hưng Yên
Implementation location (Before merge)
Thai Binh province

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