Invitation To Bid ( ITB, Tender Notice)

    Tender package: Construction work

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    Project Contractor selection plan Tender notice Bid Opening Result Bid award
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    Find: 08:02 20/04/2025
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    Tender ID
    IB2500156659-00First notice.
    Notice Status
    Published
    Public procurement field
    Civil Works
    Name of project
    Repairing Dong Tien Commune Traffic Road (section from Trang Cay sluice to sluice sluice in Pham Xa village)
    Bidding package name
    Tender package: Construction work
    Bid Solicitor
    VIC CONSTRUCTION AND TRADING SERVICES CO LTD
    Investor
    Ủy ban nhân dân xã Tiên Tiến
    Contractor Selection Plan ID
    PL2500082026
    Name of Contractor selection plan
    Plan for selecting contractors to build works repair works in the field of Dong Tien commune (section from Trang Cay sluice to sluice sluice in Pham Xa village)
    Spending category
    Investment and Development Spending
    Domestic/ International
    Domestic
    Capital source details
    Funding from Government budget, Town budget and other legal capital sources
    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
    Competitive Offer
    Package execution location
    Province Hưng Yên
    Time of bid closing
    07:30 26/04/2025
    Validity of bid documents
    120 days
    AI-classified field
    [Transportation Construction] - [Renovation and Repair of Structures]
    AI-classified business sector
    [Construction of roads] - [Construction of other utility projects]
    Approval ID
    E2500156659_2504181334
    Approval date
    18/04/2025 16:11
    Approval Authority
    Ủy ban nhân dân xã Tiên Tiến
    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
    08:00 20/04/2025
    to
    07:30 26/04/2025
    Document Submission Fees
    220.000 VND
    Location for receiving E-Bids
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    Bid award

    Bid opening time
    07:30 26/04/2025
    Bid opening location
    https://muasamcong.mpi.gov.vn
    Price 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
    See details here . If you want to receive automatic contractor selection results via email, please upgrade your VIP1 account .

    Bid Security

    Notice type
    Commitment (In case the contractor's name on the list does not ensure credibility when participating in the bid, the form of bid security is a Letter of Guarantee or Certificate of Guarantee Insurance)
    Bid security amount
    30.000.000 VND
    Amount in words
    Thirty million 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.
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    Part 1: Bidding procedure
    Chapter I: Instructions for Contractors
    Chapter II: Data Table
    Chapter III: Evaluation Criteria for Bid
    Tiêu chuẩn đánh giá E-HSDT.doc
    Chapter IV: Forms of invitation for bids and bids
    Bid invitation form
    Bid submission form
    Part 2: Technical requirements
    Chapter V: Technical requirements
    YCKT. Gói xây lắp.doc
    0. BVTK.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

    # Consultants Role Address
    1 VIC CONSTRUCTION AND TRADING SERVICES CO LTD Consultancy on preparation and evaluation of tender documents Đội 15, Thôn An Chiểu 2, Xã Liên Phương, Thành phố Hưng Yên, Tỉnh Hưng Yên - Xã Liên Phương - Thành phố Hưng yên - Tỉnh Hưng Yên

    List of construction items:

    Form No. 01A. Bill of Quantities:

    Number Job Description Bidding Amount Calculation Unit Technical requirements/Main technical instructions Note
    1
    HẠNG MỤC: NỀN MẶT ĐƯỜNG, AN TOÀN GIAO THÔNG
    2
    Vét hữu cơ bằng thủ công - Cấp đất I (10%)
    112.978
    m3
    3
    Vét hữu cơ bằng máy đào 0,8m3 - Cấp đất I (90%)
    10.168
    100m3
    4
    Đào khuôn đường bằng thủ công - Cấp đất II (10%)
    28.971
    m3
    5
    Đào khuôn đường bằng máy đào 0,8m3-đất cấp II (90%)
    2.607
    100m3
    6
    Đắp lề đất bằng đầm đất cầm tay 70kg, độ chặt Y/C K = 0,90 (10%)
    2.16
    100m3
    7
    Đắp lề đường bằng máy lu bánh thép 9T, máy ủi 110CV, độ chặt Y/C K = 0,9 (90%)
    19.437
    100m3
    8
    Mua đất đắp lề
    1667.932
    m3
    9
    Phá dỡ kết cấu bằng máy đào 1,25m3 gắn đầu búa thủy lực - Kết cấu bê tông
    30.576
    m3
    10
    Xúc đá hỗn hợp lên phương tiện vận chuyển bằng máy đào 1,25m3
    0.306
    100m3
    11
    Vận chuyển đất bằng ôtô tự đổ 5 tấn trong phạm vi <= 1000m
    10.474
    100m3
    12
    Vận chuyển đất bằng ô tô tự đổ 5T 1km tiếp theo trong phạm vi <= 5km
    10.474
    100m3
    13
    Đắp cát công trình bằng máy đầm đất cầm tay 70kg, độ chặt Y/C K = 0,95 (10%)
    0.881
    100m3
    14
    Đắp nền đường bằng máy lu bánh thép 9T, máy ủi 110CV, độ chặt Y/C K = 0,95 (90%)
    7.925
    100m3
    15
    Đắp cát công trình bằng máy lu bánh thép 9T, máy ủi 110CV, độ chặt Y/C K = 0,98 (90%)
    4.822
    100m3
    16
    Đắp cát công trình bằng máy đầm đất cầm tay 70kg, độ chặt Y/C K = 0,98 (10%)
    0.536
    100m3
    17
    Thi công móng cấp phối đá dăm, độ chặt yêu cầu K>=0,98, lớp dưới
    2.857
    100m3
    18
    Đắp cát vàng tạo phẳng dày 3cm
    53.577
    m3
    19
    Ván khuôn móng dài
    1.965
    100m2
    20
    Nilon lót
    1785.9
    m2
    21
    Đổ bê tông thủ công bằng máy trộn, bê tông mặt đường, chiều dày mặt đường <=25 cm, đá 2x4, mác 250, xi măng PCB40
    357.182
    m3
    22
    Thi công cọc tiêu bê tông cốt thép 0,12x0,12x1,025m
    46
    cái
    23
    Đổ bê tông thủ công bằng máy trộn, bê tông móng, chiều rộng > 250 cm, đá 1x2, mác 150, xi măng PCB40
    2.944
    m3
    24
    HẠNG MỤC: HẠ TẦNG
    25
    Đào móng băng bằng thủ công, rộng ≤3m, sâu ≤1m - Cấp đất II (10%)
    44.331
    m3
    26
    Đào móng công trình, chiều rộng móng <= 6m, bằng máy đào 0,8m3, đất cấp II
    3.99
    100m3
    27
    Đắp đất công trình bằng đầm đất cầm tay 70kg, độ chặt yêu cầu K=0,90
    1.257
    100m3
    28
    Đóng cọc tre bằng máy đào 0,5m3, chiều dài cọc <= 2,5m, đất cấp I
    68.145
    100m
    29
    Thi công lớp đá đệm móng, loại đá có đường kính Dmax<= 4
    10.903
    m3
    30
    Xây đá hộc, xây móng, chiều dày > 60cm, vữa XM cát mịn 1,5-2 mác 100, xi măng PCB40
    98.129
    m3
    31
    Xây đá hộc, xây tường thẳng, chiều dày > 60cm, cao >2 m, vữa XM cát mịn 1,5-2 mác 100, xi măng PCB40
    122.764
    m3
    32
    Quét nhựa bitum và dán bao tải, 2 lớp bao tải 3 lớp nhựa
    14.138
    m2
    33
    Lắp đặt ống nhựa nối bằng phương pháp hàn đoạn ống dài 6m, đường kính ống 60mm
    0.108
    100m
    34
    Vải địa kỹ thuật
    0.81
    m2
    35
    Thi công tầng lọc bằng đá dăm 1x2
    0.038
    100m3
    36
    Xây gạch không nung 6,5x10,5x22, xây tường thẳng, chiều dày > 33cm, chiều cao <= 6m, vữa XM mác 75, xi măng PCB40
    2.713
    m3
    37
    Trát tường ngoài, chiều dày trát 1,5cm, vữa XMPCB40 cát mịn ML=0,7-1,4, mác 75.
    34.875
    m2
    38
    Đắp đất công trình bằng đầm đất cầm tay 70kg, độ chặt yêu cầu K=0,85
    3.079
    100m3
    39
    Đào xúc đất bằng máy đào 1,25m3, đất cấp II
    2.463
    100m3
    40
    Đóng cọc tre bằng máy đào 0,5m3, chiều dài cọc <= 2,5m, đất cấp I
    34.693
    100m
    41
    SXLD phên nứa
    555.084
    m2
    42
    Đóng cọc tre bằng máy đào 0,5m3, chiều dài cọc <= 2,5m, đất cấp I
    15.856
    100m
    43
    Thi công lớp đá đệm móng, loại đá có đường kính Dmax<= 4
    2.537
    m3
    44
    Ván khuôn thép. Ván khuôn móng dài
    0.128
    100m2
    45
    Đổ bê tông thủ công bằng máy trộn, bê tông móng, chiều rộng > 250 cm, đá 2x4, mác 200, xi măng PCB40
    2.512
    m3
    46
    Xây gạch không nung 6,5x10,5x22, xây tường thẳng, chiều dày <= 33cm, chiều cao <= 6m, vữa XM mác 75, xi măng PCB40
    3.976
    m3
    47
    Trát tường ngoài, chiều dày trát 1,5cm, vữa XMPCB40 cát mịn ML=0,7-1,4, mác 75.
    27.305
    m2
    48
    Lắp đặt khối móng bê tông đỡ đoạn ống, đường kính <=1000mm
    2
    1 cái
    49
    Lắp đặt ống bê tông bằng cần cẩu, đoạn ống dài 2,5m, đường kính D1000mm
    2
    đoạn ống
    50
    Nối ống bê tông bằng phương pháp xảm, đường kính 1000mm
    1
    mối nối

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