How to write the application report for water conservancy project establishment? The following is the template of the application report for water conservancy projects that I carefully edited for you. Welcome to read!
Water conservancy project application report template (1) Project name:
Project undertaker:
Project leader:
Mailing address:
Postal code:
Telephone number:
Date of declaration:
Department of International Cooperation and Science and Technology, Ministry of Water Resources
make it clear
1. Before filling in the application form, please carefully understand the provisions of the Measures for the Administration of Science and Technology Innovation Project Plan of the Ministry of Water Resources and the project guide of that year on reporting projects.
2. The project applicant is the unit responsible for approving the projects applied by subordinate units and reporting them to the Ministry of Water Resources as a whole. After the project is approved, it will serve as a guarantee unit. Scientific research institutes directly under the Ministry can declare directly, local scientific research units can declare through the local water resources department, and scientific research units affiliated to river basin institutions can declare through the Foreign Affairs Science and Technology Bureau.
3. The specification, content and size of the application must be the same as the sample of this application, and be filled in by computer. The font is Song Ti and the font size is Xiao Si, and the electronic version of the application form shall be submitted.
4. The application must be carefully filled in item by item, and the expression should be clear and rigorous. Any application that does not meet the scope of funding, the project content and objectives are unclear and specific, the contents to be filled in are not filled in, the words are unreasonable, and the procedures are incomplete will not be accepted.
5. The "summary of project content, significance and expected results" in the simplified form should be concise, suitable for public publication, and the number of words should not exceed the space provided in the simplified form as much as possible.
The start and end date of the research work should take into account the time required from application to approval.
Seven, the original application should be in six copies, sent to Beijing, postal code 100053.
First of all, a simple table
project
Nominal name
project
classify
Applied basic research
Major social welfare research
Technology development research
Declaring unit
organizer
Planning director
(full name)
gender
age
postal service
professional title
primary
Number of project team members
elder
middle (level)
postgraduate
Cooperative unit
Start and end dates of the study
Application amount
(ten thousand yuan)
Other sources of funds (ten thousand yuan)
Outline the content, significance and expected results of the project.
Note: Please tick the category box to fill in the item classification column.
Second, the purpose, significance and research content of the project research
III. Expected Results and Assessment Objectives
Fourth, research and development scheme and technical route.
General situation, level and trend of verb (abbreviation of verb) research at home and abroad
6. Conditions for achieving the objectives of this project (including the basis of previous research work, existing research and technical strength, relevant information of cooperative units, production and construction projects or pilot areas to be combined, implementation of pilot projects, production conditions after product development projects are completed, etc. )
7. The names, ages, professional titles and majors of the project leaders and main collaborators, and the main papers, works and scientific research achievements related to the project recently published.
Eight. Other research tasks and funding sources undertaken by the project leader and main partners, and the time that the project leader and main partners can spend on the project.
9. Applicant for budget statement: 10,000 yuan.
Apply for financial assistance
Matching, self-financing
total
year
year
year
total
Budget expenditure account
Jin 'e
Calculation basis and reason
X other sources and amounts of funds for this project already exist.
XI。 Bibliography (indicating the source of literature)
12. Take the evaluation opinions of the unit leaders (put forward specific opinions on whether the budget is reasonable, whether there are other sources of funds, and whether the basic conditions such as manpower and working hours required for implementing the research plan can be guaranteed)
Unit leader (signature)
Company official seal year month day.
Thirteen. Review opinions of the applicant
Unit leader (signature)
Official seal of unit
date month year
Fourteen, expert review opinions (the undertaking unit and the reporting unit do not fill in this item)
Expert (signature)
date month year
Fifteen. Ministry of International Cooperation, Science and Technology
Official seal of the leader (signature)
date month year
Template of application report for water conservancy project (II) The first phase project of hydrophilic park and ecological leisure belt in Dashahechun area of Meixian New City
Application report for commencement of unit project
Name and serial number of unit project 1: water conservancy project
Project scope: DL0+000~DL0+740
Contractor (seal): Shenzhen Tieren Ecological Environment Co., Ltd.
Chunqinshui Park and Ecological Leisure Belt Phase I Projects Department of Dashahe Section of Meixian New City
Date of application: year month day.
The first phase project of hydrophilic park and ecological leisure belt in Dashahe lip section of Meixian new city
Construction method of unit project
Name and serial number of unit project: unit 1: water conservancy project.
Project scope: DL0+000~DL0+740
Contractor (seal): Tieren Ecological Environment Co., Ltd., Qinshui Park in Meixian New City and the first phase project department of Dashahe Ecological Leisure Belt.
Date of application: year month day.
I. Overview of the Project
The construction scope of this bid section is 0.74 km, and the pile numbers are DL0+000 to DL0+740. The main work contents include: river bank protection engineering, embankment road engineering and embankment connection engineering.
Second, the main construction methods
2. 1 River dredging and transportation
2. 1. 1 River dredging and transportation, and river garbage cleaning. Clean up the unqualified soil, turf, miscellaneous soil and other sundries on the surface of the embankment, with the removal depth of 1m, and increase the cleaning range with the width of 1m on the boundary line to remove the roots, garbage, pits, grooves and holes left below the excavation line of the embankment.
2. 1.2 spoil, waste and waste residue removed during foundation excavation shall be transported to the designated place for stacking as required.
2. 1.3 embankment foundation cleaning meets the requirements, which belongs to concealed works. Therefore, after cleaning meets the requirements, it shall be signed by the supervision engineer before entering the next working procedure.
2.2 Riprap for foot fixing and slope protection
2.2. 1 Rock filling operation should start from the lowest place and be carried out horizontally, and it is not allowed to be laid along the slope. The minimum length of sublevel face and mechanical operation shall not be less than100m. When the gradient of embankment cross section is greater than 1: 5, it should be cut to less than 1: 5.
2.2.2 The paving width should exceed a certain margin on both sides of the design sideline, and the filler should be discharged backward before being thrown and filled.
2.2.3 The working faces of adjacent construction sections rise in a balanced way. If there is inevitable height difference between sections, slope connection should be adopted, and the slope can be 1: 3 ~ 1: 5.
2.3 gabion retaining wall
This project adopts gabion retaining wall and gabion net mat for revetment. The gabion retaining wall shall be constructed first, and then the gabion net mat shall be constructed after the filter material on the back of the gabion retaining wall is filled and the bank slope is leveled and compacted. The construction of gabion retaining wall and gabion net mat is carried out manually.
2.3. 1, gabion retaining wall and gabion mesh pad construction procedures
① The construction procedures of gabion retaining wall and gabion net mat are: construction survey and setting out? Clear base and dense (or spread filter material)? Assembly? Expand the gabion retaining wall and gabion mesh pad unit to the design position? Full of stones? Cover plate (gabion wall)? Sow soil and sow grass seeds (gabion net mat).
(2), materials and specifications
1) is made of hot-dip galvanized 5% Al-Zn steel wire and coated with polyester film. The mesh pad specification is 6? 2? The internal section of 0.4m, 6m in length, 2m in width and 0.4m in height, 1m, is divided into independent units by clapboards; Length, width and height PR? 5%; Mesh pad is molded once, and divided into two zones (see the icon for details). Except the cover plate, the side plate, the end plate, the partition plate and the bottom plate are inseparable.
2.3.2. The mesh size is 60? 80mm, the allowable tolerance is-4/+16%; The tensile strength of steel wire should be between 350 and 550 N/mm2, and the elongation should not be lower than 10%, which conforms to the standard of EN 10223-3.
2.3.3. Polyester film test piece: the performance conforms to GB-2006 standard, the tensile strength is not lower than 15Mpa, and the elongation is not lower than 160%.
2.3.4. Turnover requirements: In order to strengthen the connection strength between the mesh surface and the edge steel wire, it is necessary to use a professional flanging machine to wind the mesh surface steel wire on the edge steel wire? 2.5 laps, no hands. See the figure for details.
2.3.5. The steel strand must be made of the same material as the mesh steel wire, with one turn and two turns alternately twisted every 10 ~ 15 cm. See the design drawing for details.
2.3.6. The installation of gabion net mat will be carried out under the guidance of professional manufacturers.
Shilong parts
① Spiral composite wire: spacing 105mm? 3%, 35mm in diameter? 3%, the thread diameter after coating is 4.4mm② plied yarn: the yarn diameter is 2.5mm, and it is 3.5mm after coating.
Mesh pad 2.7mm, 3.7mm edgewise after coating? 3.4mm after coating? 4.4mm
2.7mm in the cage, 3.7mm after coating? 3.4mm after coating? 4.4mm
③ The performance of hot-dip galvanized 10% Al-Zn steel wire conforms to GB\T20492-2006 standard, and the coating amount of hot-dip galvanized 10% Al-Zn steel wire is as follows:
③ Assembly
1) Before assembly, measure the setting-out, determine its specific position, set the control line, clean up and tamp the excavation foundation, and lay the steel wire mesh after it is accepted by the supervisor.
2) Take the folded mesh pad unit out of the bundle, put it on a solid and flat ground, and then
Unfolding and flattening;
3) The front and rear panels, the middle partition and the side panels should be turned upside down and vertically formed, and the wings should be properly folded and overlapped. Both the partition and the end plate should be fixed on the front and rear plates of the pad;
4) After the gabion mat is assembled, the front and rear plates, partition plates and side plates shall be erected, with all creases in correct positions and the top of each side horizontal.
④ Stranding
Connect the edges of gabion mat with twisted steel wire. The steps are as follows:
1) Twist the edge of the corresponding cover plate with the upper edge of the vertical partition plate, the front and rear panels and the end panels with steel strands, and twist them alternately with single and double circles every 15cm, and tighten them;
2) Screw the tail end of the steel strand on the steel wire plate.
⑤. Device
1) After the assembly is completed, put the gabion net mat on the design line one by one.
2) On the steep slope, the gabion net mat should be fixed on the ground at the top of the slope with hard stakes to prevent it from slipping.
3) The gabion net mats shall be arranged in turn and installed in place before filling.
Step 6 load the goods
1) The stone used for filling must be hard, and it will not decompose and weather under water within the service life of the cushion structure.
The rockfill size of gabion net mat should be between 7.5cm and 15cm, and the rockfill size of gabion retaining wall should be between 15cm and 30cm, which can be changed by 5%, but not less than the mesh. And the stones should not be too big, so as to ensure that padding with different heights is filled with at least two layers of stones;
2) In order to avoid the deformation of the partition wall caused by unilateral filling, the stones near both sides of the partition wall must be filled at the same time;
3) When filling stone, care should be taken not to damage the coating on the cushion body, and artificial placement should be adopted to minimize porosity;
4) During construction on the slope, the filling shall be carried out from the bottom of the slope to the top of the slope, and the top of each partition shall be exposed to facilitate torsion. The underwater part should be constructed by professional divers.
5) The bulk density of rockfill must be? 1.70t/m3.
⑦. Finish the pad
1) Considering the settlement of stone, the filled stone should have an ultra-high height of 2.5cm.
2) In order to facilitate the hinge, the upper edge of the partition must be exposed when filling.
3) Unfold the rolled cover net and twist the edge of the cover with a suitable tool.
Template of application report for water conservancy project establishment (III) Dear leaders at all levels:
We are in Xujiawan and Tongjia Village, xinfeng village, Xinqiao River Town, with 80 households and 350 people.
Rural roads and water conservancy are the lifeblood of agricultural production and rural economic and social development, and are indispensable conditions for farmers to survive. Strengthening rural highway water conservancy construction is an important guarantee for improving comprehensive agricultural production capacity, ensuring convenient transportation, increasing grain production and people's living and working in peace and contentment, and it is also an important work for prospering agriculture, developing rural economy and promoting the construction of new socialist countryside. In the early days of People's Republic of China (PRC), the government built a highway from Xinqiao River to Hanshou in 1950s. The road section that our group passed has now existed in name only: the roadbed has narrowed, the roadside has collapsed, and the road surface has different sizes. As long as it rains, especially in the rainy season, the road is wet and muddy, and the road is slippery and difficult to walk, not to mention the danger of traffic.
The cultivated land area of the two groups is more than 400 mu, mainly relying on several ponds and dams for water supply. However, after years of disrepair, silt accumulated in the dam, storing too much water, and the dike was about to collapse. Especially when the dam is heightened, the rising water overflows fertile fields and floods crops, and there is no water supply during drought, so the storage of water in the pond dam is obviously not enough for drought resistance.
If roads and water conservancy construction are not good, it will seriously affect rural economic development. In order to eliminate hidden dangers, ensure the safety of farmers' lives and property, and ensure a bumper harvest in agriculture, we request superior leaders to conduct field visits, attach importance to the construction of new countryside, and create a beautiful home together.
Sincerely present
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