The sea boundary of Ha Long – Cam Pha has a length of 18.7km, started in September 2019 and passes through the wards of Hong Ha, Ha Tu, Ha Phong (Ha Long City) and Quang Hanh (Cam Pha City). The section through Cam Pha city with a length of nearly 10km has basically completed the construction of the foundation, asphalt carpeting, lighting, etc. The contractor is expanding the roadbed to adjust 6 lanes. The section through Ha Long City has been implemented since March 2020, but the road foundation has been basically completed. Bridge 2 over Lo Phong stream (Ha Phong ward, Ha Long city) with a length of 80m has completed the main items, the contractor is preparing to construct the bridge deck. In the mountain tunnel category, the contractor is conducting 4 consecutive excavations in both directions at the same time. Up to now, both tunnels have dug 135/470m, it is expected to open the tunnel until July 15. Tunnel door through the mountain side of Ha Long city. For 4km at sea, the contractor is actively constructing the roadbed, it is expected that in August 2021, the foundation will be completed to move to the finishing stage and asphalt pavement. Do Phuong

Tran Hoang Na Bridge is in danger of breaking the schedule. Reasonable proposal Up to this point, Traffic Construction Corporation 1 (Cienco1), the main contractor for the construction of Package CT3 – PW – 2.4, construction of Tran Hoang Na Bridge under the City Development Project. Can Tho and enhancing urban adaptability, using World Bank (WB) loans are still waiting for a response from the City’s ODA Construction Investment Project Management Board. Can Tho City (PMU ODA Can Tho City) on the proposal to replace the subcontractor for the steel beam structure of the main Tran Hoang Na bridge. The Department of Construction Management and Quality of Traffic Works (Ministry of Transport) said that the addition of construction subcontractors is very normal in traffic projects and is within the authority of the main contractor if the contractor additional contractors to meet the capacity and experience of construction. Previously, on June 7, 2021, Mr. Dinh Ngoc Vuong, Chairman of the Board of Directors of Cienco1, term 2019 – 2024 had Document No. 341/2021/CV – TCT sent to PMU ODA City. Can Tho would like to replace the subcontractor performing steel structure processing in Package CT3 – PW – 2.4, building Tran Hoang Na bridge. Cienco1 said that in the process of negotiating the contract for Package CT3 – PW – 2.4 between Cienco1’s Board of Directors, term 2014 – 2019 and PMU ODA City. Can Tho, the main contractor has proposed Nam Anh Technology Construction Equipment Co., Ltd. to assume the role of a subcontractor to supply and manufacture steel arches and steel beams. However, through the actual inspection, the incumbent leader of Cienco1 discovered that Nam Anh Company is just an intermediary (commercial) unit without factories, engineers and technical workers with direct production experience. , as well as do not own construction machinery and equipment. “In order to ensure the quality of the work and the progress of the project, the main contractor consortium would like to replace Nam Anh Company with a unit with real experience and capacity in the field of beam structure production and construction. steel bridge Tran Hoang Na. This is a necessary job to ensure the progress and quality of the work,” Vuong emphasized. It is known that the bidding package CT3 – PW – 2.4 has the goal of building Tran Hoang Na bridge crossing the Can Tho river, 586.9 m long, 23 m wide at the main span (4 lanes), of which the main bridge is built. arch bridge design includes 3 spans of steel structure, span diagram 49.25+150+49.25m. Cienco1 – Bridge 14 Joint Stock Company is the winning contractor for construction with the winning bid price of VND 791.4 billion. According to the agreement with the leaders of Cienco1 for the 2014 – 2019 term, Nam Anh Company was assigned to process and install the main bridge steel arch with a value of about VND 99 billion. According to the original plan, Package CT3 – PW – 2.4, construction time of Tran Hoang Na bridge took 34.4 months, but to be in line with the agreement to borrow PMU ODA capital in Ho Chi Minh City. Can Tho negotiated with the contractor to shorten the construction schedule with the completion time of 22 months. In order to meet the schedule that has been shortened by nearly one third compared to the bidding documents, at the beginning of August 2020, Cienco1 had Document No. 646/TCT – KH requesting PMU ODA TP. Can Tho considers adding 3 subcontractors to the Package CT3 – PW – 2.4, to build Tran Hoang Na Bridge, which are Thanh Long Group Joint Stock Company, Van Cuong – Vinawaco, and Waterway Maintenance Management Joint Stock Company. No. 12. In which, Thanh Long is recommended to additionally undertake the processing of 40% of the volume of steel arch structure. All main materials and erection are still undertaken by Cienco1. “The addition of Thanh Long is necessary to shorten the construction schedule of the Package”, Document No. 646 of Cienco1 said. Concerns of pmu oda TP. need poetry without foundation Talking to a reporter of the Investment Newspaper, a leader of the Department of Construction and Quality Management of Traffic Works (Ministry of Transport) said that the addition of construction subcontractors is very normal in traffic projects. and is within the competence of the main contractor if the additional contractor is capable of construction experience; the subcontractor’s volume does not exceed the contract rate. Previously, the Procurement Management Department (Ministry of Planning and Investment) also had an opinion that the addition of a subcontractor of Cienco 1 was not against the law. In Document No. 201/QLDT-CS dated February 22, 2021, the Procurement Management Department said: If there are no prohibitions in the donor’s instructions, bidding documents, and contracts signed between the parties. Regarding the change in the percentage of the subcontractor’s workload, the addition of the subcontractor after the contract has been signed, the main contractor’s request to add more subcontractors, increase the rate of using subcontractors from 40.81% to 49.57% (not exceeding the maximum rate of using subcontractors specified in the bidding documents as 50%) to implement the bidding package to ensure shortening the contract schedule from 34 months down to 22 months is not against the sponsor’s regulations. It is known that in the documents rejecting the proposal to add subcontractors to the construction of steel structure fabrication items of Cienco1, PMU ODA TP. According to Can Tho, the arch and steel beam structure system of Tran Hoang Na bridge is a complex structural system with seamless requirements, high mechanical precision, and strict and concentrated quality management requirements. Therefore, if the processing is done by 2 units, it will give rise to technical risks such as not ensuring the synchronization; does not guarantee compliance with the test installation procedure. However, Cienco1 said that the above concern of PMU ODA City. Can Tho is unfounded, because the main contractor has specifically divided each detailed scope of work for two subcontractors, Nam Anh and Thanh Long, to ensure the construction meets the schedule as well as the synchronization. of texture. “With experience in management, operation and quality control, art through many similar projects, Cienco1 is committed to completing the bidding package to ensure the quality of art according to the standards of the project”, representative of the contractor. main said. By PMU ODA City. Can Tho continues to have concerns about uniformity, Cienco1 has decided to replace subcontractor Nam Anh with another unit with experience in manufacturing and installing traffic and civil steel beam structures. It is worth mentioning that the current PMU ODA City. Can Tho has not yet responded to the proposal to replace Nam Anh subcontractor while the construction progress of Package CT3 – PW – 2.4, construction of Tran Hoang Na bridge is very urgent. Investment Newspaper also contacted Mr. Bui Thai Thuong, Deputy Director of PMU ODA City. Can Tho, who is directly in charge of Package CT3 – PW – 2.4 but also did not receive a response.

Modernization plan The production of the Challenger 2 main tank began in 1994 and lasted until 2002. The tank was officially commissioned in 1998. Immediately after that, the search for a way to modernize the equipment. of Challenger 2 began to be implemented, but until recently, all the ideas were not developed, for various reasons. However, the basic reason for refusing to modernize the Challenger 2 tank was lack of finance. RBLS introduces the tank model of the Challenger 2 Life Extension Project project in 2019. At the end of 2015, the British Ministry of Defense launched the Challenger Life Extension Project 2 (LEP), to upgrade its existing tank fleet. The project was originally planned to follow a “small” modernization, focusing only on instrumentation. The project was then completed in 2019. However, in 2019, the LEP program was relaunched, with new requirements. Proposals are currently being made for a larger modernization, focusing on weapons systems, power plant complexes, turrets and other structures. In addition, the project also considers modifying the volume and cost of the modernization process. In 2019, the German-British joint venture Rheinmetall BAE Systems Land (RBSL) proposed the Challenger-2 modernization project. In September of the same year, the new experimental tank of the project appeared at an exhibition. Then the necessary tests are carried out, in order to determine the actual characteristics and compare with other competing development projects. As a result, RBSL’s project was recognized as the most successful and recommended for full-scale implementation. On May 7, 2021, the British Ministry of Defense announced the signing of a contract for the project. Some contents of the proposed modernization program have been reported in detail. Accordingly, the project will upgrade the Challenger-2 main tank into the Challenger 3 version. Main tank for the future Between 1994 and 2002, the British Army purchased 386 Challenger-2 tanks and 22 training vehicles. By 2010, the number of equipment in the lineup was reduced to 225 and has remained at that level to this day. According to previous plans, such a main tank force would be maintained until 2035. However, now the plan has been revised, regarding the Challenger 3 project. He started implementing the Challenger 2 Tank Life Extension Project since 2015. In March 2021, a new assessment of defense and security was published, which made a request to reduce the tank fleet. Accordingly, only 148 tanks will be used in the future and will be repaired and modernized. This allows them to remain in service until the 2040s. The remaining 77 vehicles will be retired from service. The new contract between the British Ministry of Defense and RBSL accepts this option and begins implementation. The main work of the Challenger 3 project will be carried out at the RBSL plant in Telford (UK). This project will provide 200 jobs, including 130 vacancies for engineers. Individual units will be provided by other companies, where another 450 jobs will be created. In the coming years, contractors will have to complete the project development and prepare the production line. The first tanks to be upgraded are scheduled to arrive in 2027. The last of 148 main battle tanks will return to service in 2030. The total cost of this modernization project, according to the contract. , would be £800 million (about £5.4 million/tank). The British Ministry of Defense highly appreciates the prospects of the new project. The country’s military expects the Challenger 3 to become a “world-class tank” and “NATO’s deadliest machine”. In addition, new weapons and other modern systems will allow the British Challenger-3 to surpass modern Russian main battle tanks. Comprehensive upgrade RBLS’s Challenger 3 project involves extensive modernization of the existing tank line, with the replacement of most major systems and equipment. As a result, the new tank will enhance mobility, increase protection, firepower and other important stats. In addition, the upgraded tank can function as part of a command combat system, along with a modern control system and easy data exchange. The main changes of the Challenger 3 project. During the upgrade process, the tank shell will receive new modular front armor. Its composition and properties are not specified, but the degree of protection is reported to be significantly increased. To replace the old tower, a new hood was developed with reinforced armor and the volume required to install new equipment. In the future, tanks will also receive active defense complexes. Challenger-3’s weapon system is equipped with a 120mm smoothbore gun Rheinmetall Rh 120 L55A1 manually loaded. Cannons can use a full range of existing and new ammunition for different purposes. In particular, the tank’s ammunition base will include new high-explosive fragmentation ammunition, with a DM11 programmable fuse. Additional weapons will include a remotely controlled machine gun combat module. RBSL intends to carry out a radical overhaul of the fire control system and other equipment on the tank. The lens system, control computer and other components of the tank will be selected new, without using the standard equipment of the Challenger 2. The fire control system will be combined with the associated vehicles. modern communication, providing the exchange of data on the tactical situation. Project outlook The Challenger 2 Life Extension Project (LEP) program has passed its first phase and is entering a new phase. In the coming years, the joint venture Rheinmetall BAE Systems Land and related companies will have to organize new content and kick-start work on a series of equipment modernization. According to the general plan, by 2030, the British army will completely renew its main tank force. Challenger 3 will be the main tank of the British army in the future. Due to a lack of funding, the British army could not afford to maintain a large tank fleet, and currently has only 225 main tanks. The modernization of all these equipment also becomes impossible and about a third of the tanks will have to be decommissioned due to lack of funds to restore. Besides, the increase in the capabilities of upgraded tanks is not only due to the benefit of new equipment and weapons. It is also based on the objective limitations and shortcomings of existing tanks. Accordingly, the Challenger-2 has not undergone a major upgrade and its characteristics remain at the level of the late 1990s. This fact led to the need to develop an entirely new combat unit. However, from a technical point of view, experts say that Rheinmetall BAE Systems Land’s Challenger 3 project seems quite successful. The proposed solutions are indeed capable of improving the technical characteristics and increasing the combat capabilities of existing tanks. In addition, all the necessary capabilities of a modern main tank are provided.

Estimated cost to build a level 4 house with an area of ​​​​45m2 How to calculate the cost of building a house = Raw area x Wages in m2. To help homeowners better visualize this calculation, the article takes an example of the cost of building a level 4 house with an area of ​​​​45m2. Rough area = Foundation + 1st Floor + Roof The foundation: occupies 50% of the area = 45m2 x 50% = 22.5m2 1st floor: occupies 100% of the area = 45m2 The roof has 3 different roof types, accounting for different percentages: Flat roof: 70% of the area = 70% x 45m2 = 31.5m2 Thai roof: Occupying 50% of the area = 50% x 45m2 = 22.5m2 Corrugated iron roof, tile roof: 30% of the area = 30% x 45m2 = 13.5m2 The total area of ​​a level 4 house with an area of ​​​​45m2, choosing a corrugated iron roof, is: 22.5m2 + 45m2 + 13.5m2 = 81m2 Construction unit prices on the market today are calculated in two ways: The first way: Construction contractor, finishing labor, the cost ranges from 3 million VND to 3.5 million VND/m2 using mid-priced materials. Applying the formula to calculate the cost of building a level 4 house with an area of ​​​​45m2, choosing the corrugated iron roof just calculated above, we have: 81m2 x 3,000,000 = 243,000,000 VND. The second way: The contractor takes care from a to z – Turnkey, the cost ranges from 4.5 million VND to 6 million VND/m2, choosing materials from average to good. Applying the formula to calculate the cost of building a level 4 house with an area of ​​​​45m2, choosing the corrugated iron roof just calculated above, we have: 81m2 x 4,500,000 = 364,500,000 VND. This unit price will fluctuate depending on different locations, depending on the price of raw materials as well as the cost of labor. However, applying the correct formula is possible to calculate the cost of building a flat roof or a corrugated iron roof for your house. The unit price of rough construction does not include the cost of interior equipment such as: house tiles, toilet tiles, tiles, etc. Other costs when building a level 4 house With the cost of paint, there are two types of putty with two different qualities. High-grade paint is priced at 60,000 VND/m2 and medium quality paint is priced at 35,000 VND/m2. Applied to calculate the cost of paint for two level 4 houses, we have the formula: Floor area x unit price of paint per m2 x 4 Where: 4 is the unit factor of 4 walls to be painted. Depending on the region, the locality will have different unit prices, but just by applying the correct formula, you can calculate the cost of painting your level 4 house with different areas. For example: The cost of painting for a level 4 house with an area of ​​45m2, choosing a high-class paint line that costs VND 60,000/m2 is 45m2 x 60,000 VND/m2 x 4 = VND 10,800,000 The cost of painting a level 4 house with an area of ​​45m2, choosing a high-end paint line that costs VND35,000/m2 is 45m2 x 35,000 VND/m2 x 4 = 6,300,000 VND Next to the cost of house tiles, similar to paint, there are also two different types of tiles for homeowners to choose from. High-end floor tiles are priced at 300,000 VND/m2 and average floor tiles are priced at 150,000 VND/m2. The formula for calculating the cost of tiles is: Floor area x unit price in m2. The cost of floor tiles for a level 4 house with an area of ​​​​45m2, choosing high-class tiles for 300,000 VND/m2 is 45m2 x 300,000 VND/m2 = 13,500,000 VND The cost of floor tiles for a level 4 house with an area of ​​45m2, choosing an average tile is quite expensive at 150,000 VND/m2 is 45m2 x 150,000 VND/m2 = 6,750,000 VND For houses that use tiles for the roof, the cost for 1 tile is 30,000 VND/piece, 10 bricks per square meter, labor cost is 5,000,000 VND/m2. The total cost of finishing tiles for a 45m2 house is 20 million VND. All prices are for reference only! Some compact, low-cost models of level 4 houses can be referred to:

Illustration. https://tinhtexaydung.petrotimes.vn The automated drilling processing partnership will allow customers to combine Schlumberger’s well drilling and surface automation solutions with NOV’s rig automation platform to deliver superior well construction performance. This integrated offering enables manual workflow automation, improving safety, decision-making, consistency and efficiency in drilling operations. NOVOS is an open platform that automates repetitive drilling operations, benefiting contractors by allowing drillers to focus on consistent and safe process execution, while bringing benefits the operator by optimizing drilling programs. “We are delighted to partner with NOV and integrate their rig automation interface with our drilling automation solutions to deliver performance,” said Olivier Le Peuch, CEO of Schlumberger. higher for operators and drilling contractors. Leveraging surface and well automation applications, we are able to deliver operational safety and efficiency improvements, and deliver top-notch wells to our customers in a cost-effective manner. Consistency “. “This partnership will help drive customer adoption of drilling automation technologies, enabling superior well construction performance.” “Through this partnership, NOV demonstrates the commitment of an open digital automation platform that enables drilling contractors to achieve consistency,” said Clay Williams, NOV President and CEO. safer and more efficient with improved well quality”. “We continue to invest in digital solutions to deliver value to our customers. Drilling automation allows rig crews to focus on the big picture to drive performance without the need for repetitive, manual work.” The hybrid solution leverages cutting-edge AI from the on-target well distribution solution Schlumberger DrillOps*, while NOV’s NOVOS process automation platform controls all NOV rig equipment within range. The two technologies will work seamlessly together to manage compliance and achieve best-in-class performance. The DrillOps family of solutions includes open and modular technologies that leverage Schlumberger’s deep drilling knowledge and advanced machine learning applications to execute digital drilling plans consistently and automatically. drilling tasks, achieving higher levels of efficiency. https://tinhtexaydung.petrotimes.vn

The scene of the collapsed factory frame of Texhong Vietnam Co., Ltd. Regarding the incident of 4 spans of steel structure frame in Hai Ha Industrial Park, recently, Texhong Knitting Vietnam Co., Ltd. has just issued Document No. 2021-13 / THDK / 0421, reporting to relevant authorities. this accident. Overview of the project, the knitting factory in Texhong-Hai Ha Industrial Park has an investment capital of 4.979 billion 780 million dong (214,000,000 USD), capacity 82,500 tons of products per year. Currently, 50% of the work items have been built such as: Textile factory I, Stereolithic warehouse I, Ammonia treatment workshop, technical infrastructure area I, medium voltage power station, wastewater treatment station, warehouse. solid waste storage I, chemical storage … It is expected that this July, the factory will complete the construction of the factory and install equipment and machines for production. Report of Texhong Knitting Vietnam Co., Ltd. Zamil Steel Vietnam Pre-Engineered Steel Building Co., Ltd, the contractor is giving the gift on the roof frame when an incident occurred, tilting 4 spans of steel structure from X3 axis to X7 axis. Initially, the investor, the contractor and the supervision consultant said: the purlins and the temporary anchoring system were not firmly linked, when the steel truss frame was installed on a high load met with heavy rain. both causing collapse. The content of the text mentioned that the weather, due to the holidays, few workers but the persuasion is not high, because no matter how much construction is done, the construction solution must ensure the safety of the landscape and environment. . Electronic Construction Newspaper continued with this information.

“We will finish pouring concrete tonight. However, it is necessary to wait 3 days for the concrete to freeze, to avoid the situation where the vehicle will shake, possibly cracking the bridge deck,” said PMU representative Thang Long. prefer. Nam Thang Long viaduct route will be opened to traffic when the up and down slope is not completed. Photo: Ngoc Tan. This position said the viaduct has 6 slopes up and down, but only the slope in Co Nhue needs to prohibit the road for construction. The remaining 4 ramps are connected to independent box girders, separated from the main bridge, so no road is prohibited. The plan to prohibit roads for construction of up and down slopes has been approved by the Department of Transport of Hanoi. From the evening of April 23, the traffic police and the traffic bar will coordinate with the contractor to divide the traffic flow. Previously, the Mai Dich – South Thang Long viaduct lacked the downhill after the traffic opened, causing many drivers to complain, indirectly leading to the situation where a series of vehicles turned against the rules on the Thang Long bridge. Exchange with Zing Mr. Duong Viet Roan, Director of Thang Long Project Management Board, explained that 6 up and down slopes cannot be constructed at the same time with viaducts due to lack of space. Mr. Roan said the construction unit is speeding up to complete all 6 ramps up and down.

Photo: MRB Le Trung Hieu, Deputy Head of the Hanoi Urban Railway Project Management Board, said that the TBM apparatus is designed specifically for the project of urban railway No.3, section Nhon – Hanoi station. The machine is manufactured by Herrenkecht (Germany), has a length of more than 90 meters, weighs about 850 tons, enough to accommodate machine equipment and operating workers. The peach shield with a prominent red and yellow flag pattern, has a diameter of 6.58m, weighs 65 tons, including main parts such as cutting heads, rake blades, tilling tools and bucket teeth, etc. with geology of Hanoi.
Currently, 2 tunneling machines have completed the test and commissioning. Auxiliary works such as installation of air compressor station, water supply station, mortar mixing station, ventilation will be completed in the end of April.
In order to officially put into operation, the Hanoi Urban Railway Management Board has cooperated closely with the consultant, contractors and related parties to ensure the quality of tunneling machines and related work. assessment before construction.
Firstly, the TBM duo must be confirmed from the concerned parties that they have met the performance requirements including: Completed and complete installation; Integration with support systems is appropriate; Qualified critical process parameters; The functions of components and control systems work normally and are in accordance with requirements.
Through the pre-acceptance test at the site (SAT), the TBM machine has been checked the operation, parameters and measurement of the main components, including the equipment: digging shield, control room, material chamber , Conveyor, conveyor, drilling equipment, main drive, tunnel mounting kit, hydraulic system, lubrication system, plumbing system, gas system, safety system, electrical system, systems support system.

Second, special attention is paid to monitoring before, during and after construction. The Contractor has analyzed the affected area when designing to conduct a “buidings condition survey” (BCS) survey for all houses in the affected area. From the condom results, the Contractor has risk assessment analysis (BRA-buildings risk assesstment report) for buildings during construction. Photo: MRB Based on the BRA report, the contractor designs and installs monitoring equipment for buildings and ground, including: Monitoring settlement, inclination, fissure (if any), groundwater level … This will be installed prior to construction and will be monitored during construction for abnormal warning (if any).
In case of abnormal monitoring, the contractor will analyze the cause, assess the level of danger … and based on that result to have a plan for the construction to continue or stop to handle the problem. subject. This is a strict, closed process to ensure the most safety for the above and adjacent buildings.
Compared with conventional tunneling methods, TBM drilling method is said to minimize the impact of traffic, occupy less area or affect surrounding constructions. Because soil can be collected and transported after excavation, this method causes less dust, vibration and noise compared to other tunneling methods. This construction method is environmentally friendly. TBM (Tunnel Boring Machine) works on the principle of soil pressure balance. Behind the digging shield is arranged a closed partition. The soil from the excavated shield will fall into the space and create a pressure balance between the excavated soil and the unearthed soil, making the digging mirror stable and not landslides. The soil pressure in the balance chamber is monitored by sensors placed directly in it. After a short 1.5m excavation, the tunnel cover (which is assembled reinforced concrete slabs) is immediately constructed. Where the drill goes, the cover of the tunnel is assembled there to avoid landslide of the soil and rock above. According to the design, in ideal conditions, each day the machine will dig about 10m tunnels.
When put into operation, the TBM duo will start drilling from S9 station to S12 station – Hanoi station at the end of Tran Hung Dao street with a total length of 4km.

Currently, 2 tunneling machines have completed the test and commissioning. Auxiliary works such as installation of air compressor station, water supply station, mortar mixing station, ventilation will be completed in the end of April.

In order to officially put into operation, the Hanoi Urban Railway Management Board has cooperated closely with the consultant, contractors and related parties to ensure the quality of tunneling machines and related work. assessment before construction.

It is known that, compared to conventional tunneling methods, TBM drilling method is said to minimize the impact of traffic, occupy less area or affect surrounding constructions. Because soil can be collected and transported after excavation, this method causes less dust, vibration and noise compared to other tunneling methods. This construction method is environmentally friendly.

Construction

Capacity profile fraud

Recently, the Education and Times newspaper received feedback from readers about the serious violations of the Bidding Law in Package 12: Construction, supply and installation of equipment for the whole project (except for the part of Package 13) belonging to the project of headquarters of the People’s Court of Ha Dong District.

Bidding package is procured by Hanoi Civil and Industrial Construction Investment Project Management Board.

The decision on contractor selection is signed by the leader of the Hanoi Civil and Industrial Project Management Board to select the contractor to execute the bidding package.

The person who signed the Decision is Mr. Luong Thanh Phong – Deputy Director of Hanoi Civil and Industrial Project Management Board.

According to readers, on December 18, 2020, the Management Board of Hanoi’s civil and industrial construction investment projects had Decision No. 354 / QD-BQLDADD & CN approving the selection results. Select the contractor of Package 12: Construction, supply and installation of equipment for the whole project (except for the part of package 13) belonging to the head office project of the People’s Court of Ha Dong district.

Accordingly, CID HOLDINGS Joint Stock Company is the winning bidder, the bidding package price is VND 27,607,384,000; Winning bid price is: 27,468,439,000 VND, contract execution time is: 355 days, the form of contractor selection for this package is public bidding.

However, in the finalization of corporate income tax at the Tax Department of Nam Tu Liem district, CID HOLDINGS Joint Stock Company (tax code 0107005836), is located on the 22nd floor of Vinaconex 9 Building, Lot HH2-2 Pham Hung Street, Me Tri Ward, Nam Tu Liem District, Hanoi City in 3 years (2017-2018-2019) only achieved an average annual revenue of 26.9 billion VND.

Specifically, in 2017, the company’s revenue was only 213,539,301 VND; in 2018 was 39,499,342,800 VND; in 2019 it is 41,216,509,132 dong.

Under the guidance in Circular No. 03/2015 / TT-BKHDT and as required by the bidding documents issued by the Management Board of civil and industrial construction projects of Hanoi City in Section 2.2 of The evaluation criteria table of competence and experience clearly states that the minimum annual average revenue of an enterprise must reach 42 billion (the minimum average revenue meets the requirements of the bidding documents).

The elephant goes through … the pinhole

Thus, with an average revenue of only 26.9 billion in the last 3 years, it is clear that CID HOLDINGS Joint Stock Company is not eligible to bid. And should be, the bid of CID HOLDINGS Joint Stock Company must be the agency responsible for detecting the above fraud and removed from the beginning, but it is not clear how, this unit is still allowed to attend. bid review and bid winner !?

In addition, in Section 3 of the Criteria for Evaluation of Competency and Experience, there is a requirement that the minimum number of similar contracts must be equal to 3 or different from 3, at least one contract with a minimum value of 20,000. .000.000 VND and total value of all contracts ≥ 60.000.000.000 VND from 1/10/2017 up to the time of bid closing.

It is known that in the past 5 years, CID HOLDINGS Joint Stock Company has been announced to win 4 bidding packages, all of which have low value, including: Package 3 Supply and transportation of VTTB and accessories (winning price is 2 , 7 billion VND; won the bid on May 3, 2019) invited by the Central Region Power Project Management Board; Package No. 03: Construction of the project of Quynh Bao Commune Medical Station, Quynh Phu District, Thai Binh Province (winning bid price is 5.08 billion VND; Winning the bid on 2/2/2020)….

Due to the above-mentioned irregularities, readers suspect that the leaders of CID HOLDINGS Joint Stock Company have falsified the documents to bid and win the bid.

The fact that CID HOLDINGS Joint Stock Company does not meet the financial criteria but still wins the bid, causing public opinion to question: Is the investor deliberately “creating conditions” for CID HOLDINGS Joint Stock Company to win? Bid?

With the manifestations of fraud and violation of the Bidding Law of CID HOLDINGS Joint Stock Company that has been mentioned by the public, the leaders of the Hanoi People’s Committee are requested to direct relevant agencies to enter, investigate, and clarify early. and strictly handle violations according to law provisions (if any).