Dredging the drainage canal from Ham Rong dam - Cho Sa sluice

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    Project Overall procurement plan Contractor selection plan Contractor selection result
    Chia sẻ
    Found: 10:33 10/10/2025
    Project number
    PR2500030726-00
    Notice type
    Real announcement
    Project name
    Dredging the drainage canal from Ham Rong dam - Cho Sa sluice
    Investment scale
    Nạo vét đoạn kênh tiêu từ đập Hàm Rồng đến cống Chợ Sa với chiều dài L=1436.85m. - Bề rộng nạo vét đáy kênh từ 8-12m theo địa hình lòng kênh. - Chiều sâu nạo vét hết phạm vi lớp bùn đến nền đất, đá cứng đáy kênh. - Bùn, đất nào vét được tập kết hai bên bờ kênh, hoặc phạm vi các bãi bỗi
    Investor
    UBND XÃ CẨM LÝ
    Investor ID
    vn2400868281
    Project duration
    1 Year
    Project Category
    Use of ODA funds
    No
    Implementation location
    Huyện Lục Nam, ProvinceBắc Giang
    Implementation location (After merger)
    Huyện Lục Nam, ProvinceBắc Ninh
    Investment Total Value
    To view full information please Login or Register
    Project approval ID
    95/QĐ-UBND
    Project approval date
    10/05/2025
    Approval authority
    Chủ tịch UBND xã Cẩm Lý
    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

    Contractor selection plans for this project

    NO Contractor selection plan ID Contractor selection plan name Total investment
    1
    417.689.000 VND
    2
    64.120.000 VND
    Total amount
    481.809.000 VND

    Statistical table of bidding packages under the project

    Statistics by type of bidding package Statistics by form Online bidding value (billion VND) Number of bidding packages whose results have been posted
    Goods Civil Works Consulting Other categories Non-Consulting Online Offline
    0 1 3 0 0 0 4 0.00 3
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