Invitation To Bid ( ITB, Tender Notice)

    Tender package No 8: Construction work

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    Project Contractor selection plan Tender notice Bid Opening Result Bid award
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    Find: 16:59 17/03/2023
    Tender Notice you are viewing is not the latest, Latest information:IB2300037813-02
    Tender ID
    IB2300037813-01Notice 2.
    Notice Status
    Published
    Public procurement field
    Civil Works
    Name of project
    Contractor selection plan
    Bidding package name
    Tender package No 8: Construction work
    Bid Solicitor
    UBND xã Ngũ Phúc
    Investor
    UBND xã Ngũ Phúc
    Contractor Selection Plan ID
    PL2300029222
    Spending category
    Investment and Development Spending
    Domestic/ International
    Domestic
    Capital source details
    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
    Open bidding
    Package execution location
    Province Hải Dương
    Package execution location (After merge)
    City Hải Phòng
    Related announcements

    - IB2300037813-02 - Change:Tender ID, Publication date, Tender documents submission start from, Tender Document Submission at (View changes)

    - IB2300037813-01 - Change:Tender ID, Publication date, Tender documents submission start from (View changes)

    - IB2300037813-00 Posted for the first time (View changes)

    Time of bid closing
    16:10 23/03/2023
    Validity of bid documents
    60 days
    AI-classified field
    [Other Construction Projects]
    AI-classified business sector
    [Construction of other utility projects]
    Approval ID
    65/QĐ-UBND
    Approval date
    10/03/2023 16:18
    Approval Authority
    Uỷ ban nhân dân xã Ngũ Phúc
    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
    15:09 17/03/2023
    to
    16:10 23/03/2023
    Document Submission Fees
    330.000 VND
    Location for receiving E-Bids
    To view full information, please Login or Register

    Bid award

    Bid opening time
    16:10 23/03/2023
    Bid opening location
    https://muasamcong.mpi.gov.vn
    Price Tender value
    The estimate of the bidding package is not published in the Tender Notice (including the Tender Notice published in the bidding newspaper and the Tender Notice published in the public procurement system/national procurement network). Only DauThau.info has the exclusive feature of "scanning" the bid package price. To check the exact price of the software package, please register for one of the VIP software packages (VIP1, VIP2, VIP3...) .
    Bid Opening Result
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    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
    Guarantee letter
    Bid security amount
    60.000.000 VND
    Amount in words
    Sixty 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.
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    Part 1: Bidding procedure
    Chapter I: Instructions for Contractors
    Chapter II: Data Table
    Chapter III: Evaluation Criteria for Bid
    Tieu chuan danh gia NP.pdf
    Chapter IV: Forms of invitation for bids and bids
    Bid invitation form
    Bid submission form
    Part 2: Technical requirements
    Chapter V: Technical requirements
    Chương V. YCKT.pdf
    Danh muc ban ve.xlsx
    TKKT - CA Ngu Phuc.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
    Mau Hop dong.pdf
    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 HAI DUONG PLANNING AND CONSTRUCTION DESIGNING CONSULTING JOINT STOCK COMPANY Consulting on making design documents and estimates
    2 Công ty CP tư vấn xây dựng Hồng Phát Consultancy and verification of design documents and estimates
    3 HAI DUONG PLANNING AND CONSTRUCTION DESIGNING CONSULTING JOINT STOCK COMPANY Consulting for setting up E-HSMT
    4 Công ty cổ phần tư vấn - xây dựng T&T E-HSMT . appraisal consulting
    5 HAI DUONG PLANNING AND CONSTRUCTION DESIGNING CONSULTING JOINT STOCK COMPANY E-HSDT assessment consulting
    6 Công ty cổ phần tư vấn - xây dựng T&T Consultancy on appraisal of contractor selection results

    List of construction items:

    Form No. 01A. Bill of Quantities:

    Number Job Description Bidding Amount Calculation Unit Technical requirements/Main technical instructions Note
    1
    PHẦN SAN NỀN, TƯỜNG KÈ
    2
    Đào bùn bằng máy đào 0,4m3 - Cấp đất I
    0.4645
    100m3
    3
    Vận chuyển bùn bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất I
    0.4645
    100m3
    4
    Vận chuyển bùn 1km tiếp theo bằng ô tô tự đổ 5T, trong phạm vi ≤5km - Cấp đất I
    0.4645
    100m3/1km
    5
    Đắp cát công trình bằng máy lu bánh thép 9T, máy ủi 110CV, độ chặt Y/C K = 0,9
    22.3256
    100m3
    6
    Đào móng bằng máy đào 0,4m3, chiều rộng móng ≤6m - Cấp đất I
    1.8352
    100m3
    7
    Đóng cọc tre, dài ≤2,5m bằng thủ công - Cấp đất I
    45.0444
    100m
    8
    Đắp cát phủ đầu cọc
    7.2071
    m3
    9
    Bê tông lót móng SX bằng máy trộn, đổ bằng thủ công, rộng ≤250cm, M150, đá 4x6, PCB40
    7.2071
    m3
    10
    Xây móng bằng gạch bê tông 6,5x10,5x22cm - Chiều dày >33cm, vữa XM M75, PCB40
    65.7927
    m3
    11
    Xây móng bằng gạch bê tông 6,5x10,5x22cm - Chiều dày ≤33cm, vữa XM M75, PCB40
    12.2595
    m3
    12
    Bê tông giằng tường móng SX bằng máy trộn, đổ bằng thủ công, rộng ≤250cm, M200, đá 1x2, PCB40
    6.1298
    m3
    13
    Ván khuôn giằng tường móng
    0.3715
    100m2
    14
    Lắp dựng cốt thép giằng tường móng, ĐK ≤10mm
    0.0875
    tấn
    15
    Lắp dựng cốt thép giằng tường móng, ĐK ≤18mm
    0.3712
    tấn
    16
    Đá dăm tầng lọc
    0.304
    m3
    17
    Vải địa kỹ thuật tầng lọc
    1.52
    m2
    18
    Ống nhựa PVC Đường kính 34mm
    19
    m
    19
    Đắp đất bằng đầm đất cầm tay 70kg, độ chặt Y/C K = 0,90
    1.2702
    100m3
    20
    Vận chuyển đất bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất I
    0.565
    100m3
    21
    Vận chuyển đất bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất I
    0.565
    100m3
    22
    PHẦN XÂY DỰNG
    23
    Bê tông cọc, cột, bê tông M250, đá 1x2, PCB40 - Đổ bê tông đúc sẵn bằng thủ công (vữa bê tông sản xuất bằng máy trộn)
    118.3379
    m3
    24
    Gia công, lắp dựng, tháo dỡ ván khuôn kim loại, ván khuôn cọc
    9.5942
    100m2
    25
    Gia công, lắp đặt cốt thép cọc, ĐK ≤10mm
    4.4885
    tấn
    26
    Gia công, lắp đặt cốt thép cọc, ĐK ≤18mm
    12.7876
    tấn
    27
    Gia công, lắp đặt cốt thép cọc, ĐK >18mm
    0.1134
    tấn
    28
    Gia công cấu kiện thép đặt sẵn trong bê tông, KL ≤20kg/1 cấu kiện
    2.6644
    tấn
    29
    Lắp đặt cấu kiện thép đặt sẵn trong bê tông, KL ≤20kg/1 cấu kiện
    2.6644
    tấn
    30
    Ép trước cọc BTCT bằng máy ép cọc 150T, chiều dài đoạn cọc >4m, KT 25x25cm - Cấp đất I
    19.348
    100m
    31
    Nối cọc vuông bê tông cốt thép, KT 25x25cm ( Khối lượng theo thiết kế là 1521,33kg. Khối lượng theo định mức: 76*3*10,29=2346,12Kg. Tỷ lệ thiết kế/định mức =1521,33/2346,12=0,648
    76
    1 mối nối
    32
    Ép âm
    0.076
    100m
    33
    Phá dỡ bê tông đầu cọc bằng búa căn
    1.52
    m3
    34
    Nhân công uốn sắt đầu cọc (3,5/7)
    1
    công
    35
    Cọc dẫn đóng âm
    1
    cái
    36
    Đào móng bằng máy đào 0,8m3, chiều rộng móng ≤20m - Cấp đất I
    2.3239
    100m3
    37
    Đắp đất bằng đầm đất cầm tay 70kg, độ chặt Y/C K = 0,85
    1.7564
    100m3
    38
    Vận chuyển đất bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất I
    0.5675
    100m3
    39
    Vận chuyển đất 1km tiếp theo bằng ô tô tự đổ 5T, trong phạm vi ≤5km - Cấp đất I
    0.5675
    100m3/1km
    40
    Bê tông lót móng SX bằng máy trộn, đổ bằng thủ công, chiều rộng ≤250cm, M100, đá 4x6, PCB30
    10.7234
    m3
    41
    Bê tông đài móng, dầm móng, chiều rộng ≤250cm, máy bơm BT tự hành, M200, đá 1x2, PCB40
    46.0223
    m3
    42
    Bê tông cổ cột, giằng cổ móng, chiều rộng ≤250cm, máy bơm BT tự hành, M200, đá 1x2, PCB40
    8.8734
    m3
    43
    Ván khuôn lót móng cột
    0.1468
    100m2
    44
    Ván khuôn móng cột
    1.1735
    100m2
    45
    Ván khuôn lót dầm móng
    0.2286
    100m2
    46
    Ván khuôn dầm, giằng móng
    1.8166
    100m2
    47
    Lắp dựng cốt thép móng, ĐK ≤10mm
    1.6581
    tấn
    48
    Lắp dựng cốt thép móng, ĐK ≤18mm
    4.6285
    tấn
    49
    Lắp dựng cốt thép móng, ĐK >18mm
    0.9836
    tấn
    50
    Xây móng bằng gạch bê tông 6,5x10,5x22cm - Chiều dày ≤33cm, vữa XM M75, PCB40
    40.4763
    m3

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