Invitation To Bid ( ITB, Tender Notice)

    Package 03: Construction cost

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    Project Contractor selection plan Tender notice Bid Opening Result Bid award
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    Find: 11:05 11/11/2022
    Tender ID
    IB2200043850-00First notice.
    Notice Status
    Published
    Public procurement field
    Civil Works
    Name of project
    Civil engineering works: Thong Nhat complex spillway, Thanh Quan commune, Nhu Xuan district, Thanh Hoa province
    Bidding package name
    Package 03: Construction cost
    Bid Solicitor
    TRUONG SON BUILDING CORPORATION
    Investor
    TRUONG SON BUILDING CORPORATION
    Contractor Selection Plan ID
    PL2200042842
    Spending category
    Other
    Domestic/ International
    Domestic
    Capital source details
    Encouraging the development of ICT in 2022
    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
    Contract Execution location
    - Province/City Thanh Hoá
    Time of bid closing
    11:15 18/11/2022
    Validity of bid documents
    45 days
    AI-classified field
    [Technical Infrastructure Construction] - [Other Construction Projects]
    AI-classified business sector
    [Construction of other public works] - [Construction of other civil engineering works]
    Approval ID
    126/QĐ-UBND
    Approval date
    11/11/2022 00:00
    Approval Authority
    UBND xã Thanh Quân
    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
    11:04 11/11/2022
    to
    11:15 18/11/2022
    Document Submission Fees
    220.000 VND
    Location for receiving E-Bids
    To view full information, please Login or Register

    Bid award

    Bid opening time
    11:15 18/11/2022
    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
    20.000.000 VND
    Amount in words
    Twenty 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
    Chuong III.doc
    Chapter IV: Forms of invitation for bids and bids
    Bid invitation form
    Bid submission form
    Part 2: Technical requirements
    Chapter V: Technical requirements
    Chuong V.doc
    BV Thanh Quan_merged.pdf
    BV Thanh Quan_merged.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
    Chuong VIII.doc
    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 Công ty TNHH Phát Đăng Consulting on making design documents and estimates
    2 Phòng Kinh tế và hạ tầng UBND huyện Như Xuân Consulting on designing design records, estimates
    3 TRUONG SON BUILDING CORPORATION Consulting for setting up E-HSMT
    4 THIEN BINH INVESTMENT CONSULTING COMPANY LIMITED E-HSMT . appraisal consulting
    5 TRUONG SON BUILDING CORPORATION E-HSDT assessment consulting
    6 THIEN BINH INVESTMENT CONSULTING COMPANY LIMITED 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
    CỐNG BẢN KĐ = 2x3,4m
    2
    Đào móng băng bằng thủ công 10% KL
    59.413
    1m3
    3
    Đào đất xây cống bằng máy 90% KL
    5.3472
    100m3
    4
    Vận chuyển đất đổ thải bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất II
    4.1589
    100m3
    5
    Vận chuyển đất đổ thải tiếp theo bằng ô tô tự đổ 5T, trong phạm vi 4km - Cấp đất II
    4.1589
    100m3/1km
    6
    Đắp đất hoàn trả hố móng, độ chặt Y/C K = 0,95
    2.9707
    100m3
    7
    Thi công lớp đá đệm móng, ĐK đá Dmax ≤4
    21.07
    m3
    8
    Bê tông mố + tường thân + tường cánh - Chiều dày >45cm, chiều cao ≤6m, M250, đá 1x2, PCB40
    178.62
    m3
    9
    Ván khuôn mố, tường thân, tường cánh - Chiều dày >45cm
    1.4286
    100m2
    10
    Bê tông chân khay + thanh chống SX bằng máy trộn, đổ bằng thủ công - Chiều dày >45cm, chiều cao ≤6m, M200, đá 1x2, PCB40
    37.39
    m3
    11
    Bê tông sân cầu, lòng cầu SX bằng máy trộn, đổ bằng thủ công, rộng >250cm, M200, đá 1x2, PCB40
    46.71
    m3
    12
    Ván khuôn chân khay, thanh chống, móng mố trụ, móng tường cánh - Chiều dày >45cm
    3.1544
    100m2
    13
    Bê tông mũ mố, mũ trụ trên cạn SX bằng máy trộn, đổ bằng thủ công, bê tông M250, đá 1x2, PCB40
    6.72
    m3
    14
    Bê tông phủ mặt cống, bê tông M300, đá 1x2, PCB40
    3.2
    m3
    15
    Sản xuất lắp đặt cốt thép mố, trụ, mũ mố, mũ trụ cầu trên cạn - Đường kính cốt thép ≤10mm
    1.3347
    100kg
    16
    Sản xuất lắp đặt cốt thép mố, trụ, mũ mố, mũ trụ cầu trên cạn - Đường kính cốt thép ≤18mm
    1.4802
    100kg
    17
    Gia công, lắp dựng, tháo dỡ ván khuôn mố, trụ cầu trên cạn
    0.1722
    100m2
    18
    Bê tông tấm đan, bê tông M300, đá 1x2, PCB40 - Đổ bê tông đúc sẵn bằng thủ công (vữa bê tông sản xuất bằng máy trộn)
    8.3
    m3
    19
    Gia công, lắp đặt cốt thép tấm đan, ĐK >10mm
    0.9534
    tấn
    20
    Gia công, lắp đặt cốt thép tấm đan, ĐK ≤10mm
    0.2774
    tấn
    21
    Gia công, lắp dựng, tháo dỡ ván khuôn tấm đan
    0.1988
    100m2
    22
    Lắp dựng tấm bản dầm bằng máy
    8
    cái
    23
    Đắp VL dạng hạt thoát nước tốt bằng máy đầm đất cầm tay 70kg, độ chặt Y/C K = 0,95
    2.9707
    100m3
    24
    ĐƯỜNG TRÀN, ĐƯỜNG HAI ĐẦU
    25
    Phá dỡ kết cấu bê tông không cốt thép bằng búa căn khí nén 3m3/ph
    53.61
    m3
    26
    Đào hữu cơ bằng máy đào
    0.6395
    100m3
    27
    Vận chuyển đất đổ thải bằng ô tô tự đổ 5T, phạm vi ≤1000m - Cấp đất II
    1.1756
    100m3
    28
    Vận chuyển đất đổ thải tiếp theo bằng ô tô tự đổ 5T, trong phạm vi 4km - Cấp đất II
    1.1756
    100m3/1km
    29
    Đào nền + khuôn đường bằng thủ công - Cấp đất II 10% KL
    2.267
    1m3
    30
    Đào nền + khuôn đường bằng máy đào 0,8m3 - Cấp đất II, 90% KL
    0.4307
    100m3
    31
    Đào rãnh
    5.81
    1m3
    32
    Vận chuyển đất bằng ô tô tự đổ 7 tấn - Cự ly vận chuyển trong phạm vi ≤1km
    5.115
    10m³/1km
    33
    Vận chuyển đất bằng ô tô tự đổ 7 tấn - Cự ly vận chuyển 1km tiếp theo trong phạm vi ≤10km
    5.115
    10m³/1km
    34
    Đắp nền đường bằng máy lu bánh thép 9T, máy ủi 110CV, độ chặt Y/C K = 0,95
    2.5422
    100m3
    35
    Đào xúc đất để đắp bằng máy đào 1,25m3 - Cấp đất III
    3.476
    100m3
    36
    Vận chuyển đất bằng ô tô tự đổ 7 tấn - Cự ly vận chuyển trong phạm vi ≤1km
    34.76
    10m³/1km
    37
    Vận chuyển đất bằng ô tô tự đổ 7 tấn - Cự ly vận chuyển 1km tiếp theo trong phạm vi 1km
    34.76
    10m³/1km
    38
    Thi công móng cấp phối đá dăm lớp trên
    0.7851
    100m3
    39
    Nilon tái sinh
    523.4
    m2
    40
    Bê tông sản xuất bằng máy trộn và đổ bằng thủ công, bê tông mặt đường dày mặt đường ≤25cm, bê tông M300, đá 1x2, PCB40
    104.68
    m3
    41
    Ván khuôn gỗ mặt đường bê tông xi măng
    0.5514
    100m2
    42
    Đào móng chân khay bằng thủ công 10% KL
    96.747
    1m3
    43
    Đào móng chân khay bằng máy 90% KL
    8.7072
    100m3
    44
    Thi công lớp đá đệm móng, ĐK đá Dmax ≤4
    43.25
    m3
    45
    Bê tông chân khay SX bằng máy trộn, đổ bằng thủ công, M200, đá 1x2, PCB40
    78.56
    m3
    46
    Ván khuôn chân khay - Chiều dày >45cm
    1.5108
    100m2
    47
    Rải giấy dầu lớp cách ly
    2.688
    100m2
    48
    Bê tông mái, bê tông M200, đá 1x2, PCB40
    57.9
    m3
    49
    Bê tông móng SX bằng máy trộn, đổ bằng thủ công, rộng ≤250cm, M200, đá 1x2, PCB40
    40.53
    m3
    50
    Đắp đất bằng đầm đất cầm tay 70kg, độ chặt Y/C K = 0,95
    8.3272
    100m3

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