Contact Us
- 0904.634.288, 024.8888.4288
- [email protected]
- Facebook Fanpage: http://fb.com/dauthau.info
- Messenger: http://m.me/dauthau.info
Click to view DauThau.info's analysis (you will be deducted 2 points).
To view full information, please Login or Register
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
| Number | Business Registration ID ( on new Public Procuring System) | Tax ID | Consortium Name | Contractor's name | Bid price | Technical score | Winning price | Adjusted bid price after excess deviation correction | Bid package execution period | Contract Period | Contract date |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | vn3901243483 | 3901243483 |
CÔNG TY TNHH XÂY DỰNG - CẦU ĐƯỜNG NAM PHÁT |
4.615.499.858 VND | 4.615.499.858 VND | 4.615.499.858 VND | 150 day | 150 days |
| Number | Business Registration ID ( on new Public Procuring System) | Tax ID | Consortium Name | Contractor's name | Reason for failure |
|---|---|---|---|---|---|
| 1 | vn3901261355 | 3901261355 | Liên danh dự án đường SNO.03 | CÔNG TY TRÁCH NHIỆM HỮU HẠN THI CÔNG XÂY DỰNG LÊ PHÁT | No updates were made on the website: http://muasamcong.mpi.gov.vn. Therefore, it does not meet the requirements of E-HSMT. |
| 2 | vn3901163372 | 3901163372 | CÔNG TY TRÁCH NHIỆM HỮU HẠN XÂY DỰNG - THƯƠNG MẠI HUỲNH NGỌC LƯƠNG | *Technical solutions for construction work according to the technical and economic report specifications, involving both construction and excavation: - Inadequate explanation: No trenching, including pit digging or drainage channels. - Concrete foundation not a reinforced concrete foundation, following the design of a layer of gravel cushioning on top of a 10cm thick Dmax25 stone cushion; - Drawings showing concrete footing pouring. - Backfilling around the culvert: The compaction ratio of the backfill should be K 0.95, with a 20cm layer of red gravel directly against the road foundation at K 0.98. According to the design, the 20cm layer of red gravel is not used. *The drainage channel uses concrete foundations, following the design: A 10cm thick Dmax25 stone cushion; | |
| 3 | vn3901180515 | 3901180515 | Liên danh dự án đường SNO.03 | CÔNG TY TRÁCH NHIỆM HỮU HẠN MỘT THÀNH VIÊN NHƯ MAI PV | No updates were made on the website: http://muasamcong.mpi.gov.vn. Therefore, it does not meet the requirements of E-HSMT. |