Invitation To Bid ( ITB, Tender Notice)

Background and pavement

Find: 10:08 19/03/2019
Notice Status
Posted for the first time
Notify Area
Civil Works
Name of project
South bank of Tu Moi canal (My An town - Tien Giang border)
Name of Tender Notice
Background and pavement
Contractor Selection Plan ID
Name of Contractor selection plan
South bank of Tu Moi canal (My An town - Tien Giang border)
Spending Category
Investment and Development Project
Funding source
The provincial budget provides targeted support for the district budget of 30 billion VND; The district budget corresponds to the rest
Range
Within the scope of the Law on Bidding
Method
Single Stage Single Envelope
Contract Period
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Contractor selection methods
National competitive bidding
Contract Execution location
Time of bid closing
14:00 11/04/2019
AI-classified field

Main content

Foundation, road surface: - Total length of 9,596m (excluding the scope of the bridge). - Calculation load: Single shaft 10 tons. - Type of road surface: High grade A2 (Asphalt). - Required elastic modulus: Eyc ≥ 91 Mpa. - Design speed: 40 Km/h. * The section from Km0+000 to Km9+100, 9,100m long - The roadbed is 7.5m wide; - 5.5m wide asphalt road surface; - The roadside is 1m wide on each side; - The design elevation of the section from Muong Lo bridge (Km0+000) to Kenh Phu Binh bridge (Km3+931.23) is +3,200; - The design elevation of the section from Kenh Phu Binh bridge (Km4+022) to Tu Moi canal (Km 9+100) is +3,000. * The section from Km9+100 to Km9+800, 700m long (the section through the residential cluster of Phu Dien commune) - The roadbed is 9.0m wide; - The road surface is paved with asphalt, 7.0m wide; - The roadside is 1m wide on each side; - Stone concrete curb 1x2, f'c = 20Mpa (M250), stone reinforced concrete manhole 1x2, f'c = 16Mpa (M200), sidewalk sewer Þ400, overpass sewer Þ400 (0.65HL93). - Design pitch is +2,800. * The pavement structure is as follows: 3 layers of asphalt 3.5cm thick, plastic standard 4.5kg/m²; water-crushed rock layer (stone 4x6) 15cm thick, Evl ≥ 300Mpa, Eyc ≥ 91Mpa; grade 1 crushed stone grade 0x4 14cm thick, Evl ≥ 260Mpa; geotextile layer; leveling sand layer H ≥ 0.5m; Base ≥ 32Mpa, K ≥ 0.95; natural soil layer. * Reinforcement section: - Melaleuca poles L=4.5, tops>=4.2cm, double row, density 12 trees/md - B40 mesh, geotextiles - Some sections reinforce eucalyptus piles L=6m, tops> = 8cm. * Traffic sign system: - Markers, traffic signs, road markings according to QCVN 41:2016/BGTVT

Participating in tenders

Bidding method
Directly
Tender documents start selling in
14:00 22/03/2019
to
14:00 11/04/2019
Tender Document Submission at
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Document Submission Fees
2.000.000 VND

Bid award

Award date
14:30 11/04/2019
Price Tender value
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Bid Opening Result
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Bid award
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Bid Security

Type
Letter of credit or deposit by check
Amount of money
600.000.000 VND
Amount in text format
Six hundred million dong

Bidding party analysis

Data analysis results of DauThau.info software for bid solicitors Ban quản lý dự án xây dựng huyện Tháp Mười as follows:

  • Has relationships with 164 contractor.
  • The average number of contractors participating in each bidding package is: 3.83 contractors.
  • Proportion of bidding fields: Goods 7.27%, Construction 89.55%, Consulting 2.05%, Non-consulting 1.13%, Mixed 0.00%, Other 0%.
  • The total value according to the bidding package with valid IMP is: 1,509,114,204,308 VND, in which the total winning value is: 1,308,275,929,289 VND.
  • The savings rate is: 13.31%.
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Bidding cost calculator

Costs related to contractors when conducting bidding on public procurement (Article 12 of Decree 24/2024/ND-CP)

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