Invitation To Bid ( ITB, Tender Notice)

    Tender package No 07: Construction and traffic safety assurance

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    Project Contractor selection plan Tender notice Bid Opening Result Bid award
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    Find: 15:00 27/03/2026
    Tender ID
    IB2600103272-00First notice.
    Notice Status
    Published
    Public procurement field
    Civil Works
    Name of project
    Repairing rhythm structure, pillows, pillars to ensure safety and exploitation of Thanh Tri Bridge
    Bidding package name
    Tender package No 07: Construction and traffic safety assurance
    Investor
    Ban Duy tu các công trình hạ tầng giao thông
    Contractor Selection Plan ID
    PL2600040788
    Name of Contractor selection plan
    Adjusting the contractor selection plan for the project Repairing structures of spans, bearings, and pillars to ensure safe operation of Thanh Tri bridge
    Spending category
    Investment and Development Spending
    Domestic/ International
    Domestic
    Capital source details
    Sources of recurrent expenditures of the City budget
    Range
    Within the scope of the Law on Bidding
    Contractor selection method
    Single Stage Single Envelope
    Contract Type
    All in One
    Contract Period
    To view full information, please Login or Register
    Contractor selection methods
    Open bidding
    Contract Execution location
    - City Hà Nội
    Time of bid closing
    09:00 14/04/2026
    Validity of bid documents
    90 days
    AI-classified field
    [Transportation Construction] - [Renovation and Repair of Structures]
    AI-classified business sector
    [Construction of road works] - [Construction of other civil engineering works] - [Other specialized construction activities]
    Approval ID
    146/QĐ-BDT
    Approval date
    27/03/2026 14:48
    Approval Authority
    Ban Duy tu các công trình hạ tầng giao thông
    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

    Participating in tenders

    Bidding form
    Online
    Tender documents submission start from
    14:49 27/03/2026
    to
    09:00 14/04/2026
    Document Submission Fees
    330.000 VND
    Location for receiving E-Bids
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    Bid award

    Bid opening time
    09:00 14/04/2026
    Bid opening location
    https://muasamcong.mpi.gov.vn
    Price Tender value
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    Amount in text format
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    Estimated Tender value
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    Amount in text format
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    Bid Opening Result
    See details here . If you want to receive automatic bid opening notification via email, please upgrade your VIP1 account .
    Bid award
    No results. Upgrade to a VIP1 account to receive email notifications as soon as the results are posted.

    Bid Security

    Notice type
    Guarantee letter or guarantee insurance certificate
    Bid security amount
    1.000.000.000 VND
    Amount in words
    One billion dong

    Tender Invitation Information

    Bidding documents on the Public Procurement System may be infected with viruses or errors, some files require computers using Windows operating systems and need to install Client Agent software (Linux and MacOS operating systems cannot install Client software) to be able to download. Using DauThau.info software, you can check all the above problems as well as preview the total size of the bidding documents to prevent missing files from downloading.
    Downloading files directly on the new Public Procurement System requires a computer using Windows operating system and installing Client Agent software (Linux and MacOS operating systems cannot install Client software yet). Therefore, to be able to download files on smartphones, tablets or computers using operating systems other than Windows, you need to use DauThau.info software to download files.
    To download, please Login or Register

    Part 1: Bidding procedure
    Chapter I: Instructions for Contractors
    Chapter II: Data Table
    Chapter III: Evaluation Criteria for Bid
    Mục 3.docx
    Chapter IV: Forms of invitation for bids and bids
    Bid invitation form
    Bid submission form
    Part 2: Technical requirements
    Chapter V: Technical requirements
    Phần 2.docx
    26032026 Ban ve BVTC cau Thanh Tri (dang tai).pdf
    260127 CDKT Thanh tri.pdf
    260126 TMBVTKTC cau Thanh Tri .pdf
    Part 3: Contract conditions and contract forms
    Chapter VI: General conditions of the contract
    Chapter VII: Specific conditions of the contract
    Chapter VIII: Contract Form
    Files with this icon are not supported by the public procurement system for direct download in normal mode. Visit DauThau.info and select Quick Download mode to download the file if you do not use Windows with Agent. DauThau.info supports downloading on most modern browsers and devices!
    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

    List of consulting units who have participated in the package

    # Unit name Role Address
    1 TRANSPORTATION INVESTMENT AND CONSTRUCTION CONSULTANT JOINT STOCK COMPANY Technical design consultancy, construction drawing design (for two -step design works), estimates Tòa nhà MHDI Ngõ 60, đường Hoàng Quốc Việt, Phường Nghĩa Đô, TP Hà Nội, Việt Nam
    2 Trung tâm tư vấn khoa học kỹ thuật cầu đường Hà Nội (công ty TNHH) Consulting for setting up E-HSMT Số 01, Quang Trung, phường Hà Đông, TP Hà Nội;
    3 Trung tâm tư vấn khoa học kỹ thuật cầu đường Hà Nội (công ty TNHH) E-HSDT assessment consulting Số 01, Quang Trung, phường Hà Đông, TP Hà Nội;

    Requirements for main construction equipment

    Number Type of device and device characteristics Minimum quantity required
    1
    Ôtô tự đổ ≥ 10T (tải trọng hàng hóa) (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    4
    2
    Cần trục ô tô hoặc cần cẩu ≥ 10 tấn (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    2
    3
    Kích nâng thủy lực - sức nâng ≥ 100T (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    100
    4
    Xe nâng - chiều cao nâng: >= 12 m (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    2
    5
    Máy nén khí (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    3
    6
    Máy khoan bê tông cầm tay (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    10
    7
    Máy mài (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    5
    8
    Máy cắt uốn thép (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    3
    9
    Máy hàn điện (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    5
    10
    Máy đầm bê tông (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    5
    11
    Phòng thí nghiệm. Nhà thầu phải bố trí phòng thí nghiệm có đầy đủ năng lực thực hiện các phép thử của phòng thí nghiệm chuyên ngành xây dựng được cơ quan có thẩm quyền công nhận. (Tài liệu chứng minh đáp ứng theo điểm e, Mục 31. Chương I. CDNT)
    1

    List of construction items:

    Form No. 01A. Bill of Quantities:

    Number Job Description Bidding Amount Calculation Unit Technical requirements/Main technical instructions Note
    1
    Điện thắp sáng
    1108.8
    kWh
    2
    Nhân công ĐBGT
    840
    công
    3
    Thùng giảm chấn
    2
    cái
    4
    Thép định vị: 300x50x8mm
    45.216
    kg
    5
    Khoan lỗ bắt vít nở D10
    768
    lỗ
    6
    Đinh vít D10
    768
    bộ
    7
    Cột biển báo D80
    70.6
    m
    8
    Tháo dỡ và lắp đặt lại DPC
    640
    m
    9
    HẠNG MỤC: SỬA CHỮA KẾT CẤU NHỊP, GỐI, TRỤ
    10
    ĐÀ GIÁO THI CÔNG THANG KIỂM TRA GỐI MSS
    11
    Tấm kê chân giáo BTXM C20
    1.3
    m3
    12
    Lắp dựng dàn giáo ngoài
    253.34
    100m2
    13
    Ống thép chống đỡ đà giáo
    1.093
    tấn
    14
    ĐÀ GIÁO THI CÔNG THANG KIỂM TRA GỐI DẦM I
    15
    Tấm kê chân giáo BTXM C20
    0.58
    m3
    16
    Lắp dựng dàn giáo ngoài
    58.49
    100m2
    17
    Ván khuôn khe co giãn
    0.122
    100m2
    18
    Lắp dựng cốt thép khe co giãn D≤10mm
    0.2311
    tấn
    19
    Lắp dựng cốt thép khe co giãn D≤18mm
    1.998
    tấn
    20
    Tháo dỡ khe co giãn
    22.5
    m
    21
    Lắp đặt lại khe co giãn
    22.5
    m
    22
    Quét keo dính bám sikadur 732 (0,25kg/m2) (hoặc tương đương)
    58
    m2
    23
    Bê tông không co ngót sikagrout 214-11 tỷ lệ vữa đá 60/40 hoặc tương đường
    11.34
    m3
    24
    Gia công tấm thép khe co giãn (khe tận dụng)
    0.786
    tấn
    25
    Lắp dựng tấm thép khe co giãn
    0.786
    tấn
    26
    Tẩy gỉ tấm thép khe co giãn
    53.31
    m2
    27
    Sơn Epoxy khe co giãn tận dụng
    53.31
    m2
    28
    Máng thoát nước inox
    24
    m
    29
    SỬA CHỮA KHE CO GIÃN PHỤC VỤ KÍCH DẦM
    30
    Phá dỡ bê tông
    21.87
    m3
    31
    Cắt mặt đường BTN
    1.8
    100m
    32
    Ván khuôn khe co giãn
    0.549
    100m2
    33
    Lắp dựng cốt thép khe co giãn D≤10mm
    0.33
    tấn
    34
    Lắp dựng cốt thép khe co giãn D≤18mm
    5.361
    tấn
    35
    Tháo dỡ khe co giãn
    180
    m
    36
    Lắp đặt lại khe co giãn
    180
    m
    37
    Quét keo dính bám sikadur 732 (0,25kg/m2) (hoặc tương đương)
    110.7
    m2
    38
    SỬA CHỮA KHE CO GIÃN PHỤC VỤ KÍCH DẦM
    39
    Bê tông không co ngót sikagrout 214-11 tỷ lệ vữa đá 60/40 hoặc tương đường
    21.87
    m3
    40
    Gia công tấm thép khe co giãn
    2.27
    tấn
    41
    Lắp dựng tấm thép khe co giãn
    2.27
    tấn
    42
    Tẩy gỉ tấm thép khe co giãn
    134.01
    m2
    43
    Sơn Epoxy khe co giãn tận dụng
    134.01
    m2
    44
    Máng thoát nước inox
    180
    m
    45
    TĂNG CƯỜNG CÁP DUL NGOÀI TRỤ P21, P47
    46
    Cốt thép D≤18mm
    0.939
    tấn
    47
    Vệ sinh bề mặt dán sợi
    17.7
    m2
    48
    Quét keo dính bám sikadur 732 (0,5kg/m2) (hoặc tương đương)
    17.7
    m2
    49
    Bê tông không co ngót sikagrout 214-11 tỷ lệ vữa đá 60/40 hoặc tương đường
    5.383
    m3
    50
    Khoan xuyên qua bê tông D40mm, sâu 3,5m
    16
    lỗ

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