Yongzhou Hedong Road Network Engineering Construction Co., Ltd.:
On February 27th, 2007, your company has received the completion acceptance report and related materials of the first and second phase earth and stone works of Olympic Garden submitted by our bureau. The project started on August 8, 2005 and was completed on October 8, 2007. The project construction unit (city Dili Company) passed the self-inspection, the supervision unit (city real supervision company) passed the initial inspection, and the completion acceptance organized by the project owner unit was qualified. On this basis, our bureau organized an acceptance team with the Municipal Finance Bureau, project owners, supervision units and other units as the main members, and finally accepted the entity quality and related materials of the project on February 24, 2007. The completion acceptance team believes that the quality of the project is qualified, and the proportion of earthwork is subject to the original approved proportion of earthwork in the first phase, and the amount of engineering is subject to the settlement review of the Municipal Planning and Construction Bureau and the Municipal Finance Bureau.
Attach another copy for reference:
8. 1 When the contract project has been completed according to the approved design documents and the requirements of the construction contract, the benefits of the project can only be brought into play. After a flood season, the completion acceptance should be carried out in time, and after passing the acceptance, the asset transfer formalities should be handled with the owner within a time limit. Assessment of Chief Supervision Engineer 8.2 Requirements for project completion and acceptance: (1) The project has been completed according to the provisions of the contract and the requirements of design documents; (2) The project has passed the acceptance of divisional and sub-divisional projects, stage (intermediate) acceptance and unit project acceptance, the remaining finishing work and quality defect treatment have been completed in time during the warranty period, and the construction site has been cleaned up; (3) independent use of the project has the conditions for normal implementation; (4) The project execution has passed the test of at least one flood period, the highest water level of the reservoir has reached or basically reached the normal high water level, and the project execution of each unit is normal; (5) The engineering safety appraisal unit has put forward the engineering safety appraisal report, and has a conclusion that it can be safely implemented; (6) All kinds of reports and materials required for acceptance have been sorted out and approved by the supervision center and the owner. 8.3 90 days before the completion acceptance of the contract project, the engineering contractor shall submit the application report for project completion acceptance to the supervision center and the owner, and submit or prepare the following main acceptance documents with the report: (1) Engineering construction report; Review the materials that the supervision engineer (2) should provide for future reference (see attachment1); (3) Other materials required by the owner or supervision unit according to the provisions of the contract documents. 8.4 After accepting the application acceptance report submitted by the engineering contractor, the supervision department shall notify the contractor within 28 days if it thinks that it does not meet the completion acceptance conditions or has any objection to the submitted documents, otherwise it shall complete the pre-examination and pre-inspection within 56 days, and submit it to the owner organization in time after passing the pre-examination and pre-inspection and complete the project completion acceptance within a time limit. 8.5 The work of the completion acceptance committee mainly includes: (1) listening to the work reports of engineering contractors, designers, supervisors and other related units; (2) Conduct on-site inspection and acceptance, and review the completion data; (3) to conduct a comprehensive review and evaluation of whether the project construction meets the contract documents and design requirements; (4) Evaluate the quality grade of contracted projects; (4) Determine whether the project can be formally handed over, put into production, used and executed. (5) Determine the final project list, contract completion period and defect liability period; (6) Discuss and pass the contract project completion acceptance certificate. 8.6 The result of the project completion acceptance is the completion acceptance certificate and the contract project quality grade certificate. After the completion acceptance, the acceptance committee will sign the completion acceptance certificate and the contract project quality grade certificate. The original is in octuplicate, one for the owner, one for the supervision department, and the remaining six copies are handed over to the owner together with the acceptance certificate of the previous stage and the previous unit and the project quality evaluation visa. 9. The arrangement and compilation of other 9. 1 completion data shall be carried out according to the relevant completion data compilation regulations of Shuibuya Hydropower Station and the Code for Acceptance of Hydropower Station Capital Construction DL/T5 123-2000. 9.2 The format of appraisal documents for each stage (intermediate) acceptance, unit project acceptance and completion acceptance shall be formulated by the contractor with reference to the Code for Acceptance of Hydropower Station Capital Construction DL/T5 123-2000, and submitted to the supervision center and the owner for review and determination. 9.3 Matters not covered in these Detailed Rules shall be implemented according to the Code for Acceptance of Capital Construction of Hydropower Stations DL/T5 123-2000 and the relevant provisions of the construction contract documents. Appendix 1: Acceptance documents and files I. Original materials (I. Factory certificate, quality inspection and test data of main raw materials; (two) the main equipment factory certificate and technical specifications; (three) important geological survey data (including rock foundation and drilling video, etc.). ); (four) the original records of civil engineering quality inspection; (5) Foundation grouting data; (6) Original records of quality determination and test of metal structure and mechanical and electrical equipment installation; (seven) important quality accidents and engineering defects processing data; (8) Original records of engineering observation. Second, important documents (1) the approval of the superior and relevant instructions; (2) Contract documents of engineering construction; (three) as-built drawings and design modification notice; (four) the unit project, partial project visa information; (five) the unit engineering quality rating data; (six) the location map and detailed list of all kinds of observation control punctuation; (7) List of devices, spare parts, special tools and special equipment; (8) Memorabilia of engineering construction and minutes of major meetings; (9) Important financial statements; (10) Important consultation report (provided by the owner); (eleven) reservoir shipping, dam construction, demolition compensation, land acquisition and other agreements or approval documents (provided by the owner); (12) boundary map of project management scope (provided by the owner); (13) The chief supervision engineer reviews the project application plan approved by the superior (provided by the owner). The above-mentioned original materials and important files shall be available for inspection by the inspection committee (group); After the completion acceptance, it shall be regarded as a part of the completion data. Published in: Supervision Engineer Examination _ Examination
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How to write the project completion report? # # Self-evaluation Report on Pre-acceptance of Completion
I. Overview of the Project:
(1) project name: # # (construction permit number:, construction record number:, project quality supervision number:), the project is located with a building height of 99m. Among them, the 30 ㎡ floor above the building is a residential building, the # # floor is a two-story frame structure with a building area of ㎡, and the underground floor is a civil air defense garage and installation room that combines peacetime and wartime.
Relevant units involved in the construction are as follows:
1, construction unit:
2, supervision unit:
3. Design unit:
4. Fine decoration design unit: (Please add fine decoration unit)
5, the construction unit:
6. Fine decoration subcontractor: (Please add fine decoration unit)
7. Investigation unit:
8, supervision unit:
Project start date.
Project completion date.
(2) Overview of engineering design:
1. The foundation of this project is immersed cast-in-place pile foundation (independently subcontracted by the owner and not included in the # # contract).
2. Superstructure system:
3, the upper concrete strength grade:
List of concrete strength grades
4. Design requirements for other parts and materials: Grade I steel (HRB235), Grade II steel (HRB335) and Grade III steel (HRB400) are used as the steel. The main longitudinal reinforcement φ 16 above all adopts straight thread connection, φ 16 below adopts lap joint.
Brick masonry: 190 thick clay porous brick is used for external wall, staircase wall and household wall, and 90 thick clay porous brick is used for internal partition wall and toilet partition wall, with the strength grade of MU 10, and M5 cement mortar is used for masonry.
Exterior wall: exterior wall paint, exterior wall imitation stone paint.
Doors and windows: aluminum alloy doors and windows,
Glass: LOW-E insulating glass;
Glass curtain wall: LOW-E insulating glass;
Ceiling: the ceiling of my unit has not been constructed yet, and it is reserved for secondary decoration.
Floor: Our unit only constructs the tiles of stairs. The remaining floors and indoor kitchens and bathrooms are waterproof for secondary decoration.
Roofing practice (master roofing): foam concrete slope, 25 thick polyurethane insulation layer, 2 thick FAC elastic waterproof coating and 40 thick C20 reinforced concrete protective layer; Owner's roof: coarse sand cushion, non-slip floor tile surface.
Doors and windows:
Handrails: Balcony handrails are made of fluorocarbon sprayed aluminum alloy glass railings, and stairs are made of stainless steel handrails against the wall.
5, building electrical:
Power distribution: the power consumption for fire fighting and civil air defense in this project is Grade I, and an 800W diesel generator is set in the diesel generator room as emergency power supply.
Lightning protection: the lightning protection level of the electronic information system of this building is D-level. This building belongs to Class II lightning protection building. The lightning protection zone shall be laid with φ 12 galvanized round steel along the roof and surrounding parapets, and the grid shall not be greater than10x10m (12x8m). All metal components and exposed metal pipes on the roof are connected to the lightning protection network with φ 12 galvanized round steel, which highlights the metal decoration of the roof. The top edges of chimneys and other objects are provided with lightning protection belts. The main bars in the beams of all floors of the building should be connected with each other. The metal doors, windows and larger metal components of the external walls of buildings of 45m and above are all connected with lightning protection devices, and the top and bottom ends of vertically laid metal pipes and metal objects are connected with lightning protection devices. At least two main bars outside the constructional column are used as down lead, and the main bars of down lead are required to be welded according to the length, and reliably connected with the lightning protection belt and grounding body to form a complete electrical channel. To the main reinforcement of the pile foundation, as the grounding body, the grounding device is welded into a closed loop around the periphery of the building. The main reinforcement of the ground beam is welded into a grounding grid.
The grounding form of the low-voltage system in this project adopts TN-S system, the neutral point of the transformer is directly connected with galvanized flat steel of the grounding network, and the grounding electrode adopts lightning protection grounding level * * *, and the grounding resistance is not greater than1Ω. The general equipotential terminal box of this project is installed in the power distribution room, and all metal pipes, screw pipe and cables entering and leaving the building are connected with the equipotential terminal box.
6. Overview of water sanitation:
Domestic water supply: the water source of this project comes from municipal water supply pipes, and two DN200 water supply pipes are introduced from two municipal water supply networks as water supply sources. The water supply system is vertically divided into three areas: the lower area is from the first floor underground to the tenth floor above the ground, and the lower area is supplied with water by frequency conversion pump. The central area is from the ground floor 1 1 to the 20 floors above the ground, and the water is supplied by the frequency conversion pump in the central area. The high area is 2 1 floor to 30/floor above the ground, and the water is supplied downwards by the frequency conversion pump in the high area. There is a 65T domestic water tank and a 95T domestic water tank in the basement, equipped with three variable frequency domestic water pumps.
Drainage system: rainwater and sewage are divided into different drainage systems. Domestic wastewater and sewage are discharged to outdoor sewage inspection wells, collected by residential pipe network and discharged into septic tanks, and finally collected and discharged into municipal sewage pipe network. Roof rainwater is provided with a rainwater bucket, and the front room is provided with a floor drain, which is discharged into the rainwater riser. After the rainwater is collected by the outdoor rainwater inspection well, it is discharged into the municipal rainwater pipe network, and the drainage of the fire elevator is concentrated in the sump. The ground drainage of the basement is discharged into the sump, and then discharged into the outdoor rainwater inspection well or outdoor sewage well after being lifted by submersible pump.
Fire protection system: the indoor fire protection system is divided into two areas: high and low; The low area is three floors from the basement to the ground, and the high area is more than four floors above the ground. The low-voltage system is arranged as a ring network on the first floor underground and the third floor above ground, and the underground civil air defense area is arranged as a ring network on the fourth floor above ground and 18F/ 19F respectively. The diameter of the ring network is DN 150.
7. General situation of ventilation and air conditioning system:
In this project, mechanical exhaust (smoke) and mechanical air supply (compensation) systems are adopted in the garage installation room on the basement level, mechanical positive pressure air supply systems are set in the smoke-proof staircase room and front room of skylight, and fans and range hoods are set on the roof.
8. Overview of thermal insulation and energy saving:
General situation of thermal insulation and energy saving:
Roofing: Xinju brand polyurethane is used as the roof insulation material, and the thermal conductivity is 0.0 18, which meets the design requirements.
Wall:.
Aluminum alloy doors and windows: using
Second, the project completion
1, pile foundation acceptance.
2. The basement passed the structural acceptance and intermediate acceptance on August 14, 2009.
3. The construction of the main structure started in 2007 and passed the structural acceptance.
4. On June 22nd, 2009, it passed the special acceptance of building energy conservation.
5. Completion of fine decoration: (Please ask the fine decoration unit to supplement)
The project started. By June, 2009 165438+ 10, all the contents agreed in the project design and contract were completed, and the engineering technical files and construction management materials were basically complete, and they were qualified by the relevant units.
Third, the composition of the project management team and the change of the main management personnel.
All project management personnel hold relevant certificates.
Four, according to the figure construction, the main design changes and implementation.
The project * * * received 62 design changes and work contact forms. All the changes have been made. There are drawings, joint review and complete records. The geological survey report is basically consistent with the actual project construction.
Verb (abbreviation of verb) implementation of engineering technical standards
This project is constructed in strict accordance with the design documents, acceptance specifications of series GB50300-200 1 and relevant construction technical standards. There is no violation of mandatory standards.
Six, special acceptance conclusion, settlement observation, safety and function inspection and main function spot check
1, pile foundation acceptance: qualified.
2. Acceptance conclusion of foundation and foundation substructure: qualified.
3. Acceptance conclusion of main structure: qualified.
4. Acceptance conclusion of energy-saving division: qualified.
5. Household acceptance:
6, structural entity concrete inspection with conditions, compressive strength, impermeability maintenance specimens; Masonry mortar specimen and specimen strength can meet the design strength, and the specimen strength evaluation is qualified.
7. Record of water storage test of roof and toilet: After waterproof construction of roof and toilet floor, water storage test was carried out according to regulations, and no leakage was found.
8. Micro-damage is used to detect the thickness of protective layer of steel bar, and the detection record is complete, and the evaluation result meets the requirements.
9. Floor thickness of main structure: The floor thickness and roof thickness of each floor in this project are measured by micro-damage drilling. The thickness of the bottom plate is measured by the personnel of the supervision unit. See Inspection Record of Concrete Structure Entity Thickness for specific test data. The thickness of the floor structure is controlled evenly, and the structural dimension deviation is within the allowable range of the specification.
10, building elevation and verticality: 5 copies of building verticality: the maximum deviation value is 8mm, which meets the design requirements; 5 copies of total building height: maximum deviation 17mm, meeting the design requirements; 5 copies of building elevation measurement, and the deviation range meets the design requirements. The specific inspection data show that the structural dimension deviation in the building elevation and verticality measurement records is within the allowable range of the code.
1) concrete specimen:
Strength evaluation of concrete block;
II) settlement observation
3), take cover engineering acceptance record:
Concealed engineering acceptance procedures are basically synchronized with the construction progress, and concealed acceptance materials are basically complete.
Fine decoration: (Please ask the fine decoration unit to supplement)
4) Water supply pipeline test records, drainage trunk road ball passing test records, lighting full load test records, large lamps firmness test records, lightning protection grounding resistance test records, system power supply and grounding test records, lines, sockets, switch grounding test records, elevator execution records and elevator safety device test reports: all of them meet the design and specification requirements after being tested, checked and executed by the personnel of the supervision unit according to regulations.
5) Fine decoration: (Please ask the fine decoration unit to supplement)
VII. Witness sampling and inspection
100% witness sampling is adopted in this project. After each batch of reinforcement or other materials in the project comes into play, the supervision unit shall be notified for acceptance and the materials shall be submitted for approval at the same time. All materials shall be sampled under witness conditions and submitted for inspection according to regulations.
Eight, the project quality control data self-inspection.
Nine, quality accident reporting and handling
X. Rectification of quality problems
Eleven, disciplines, divisions, unit project self-evaluation.
2. Perceptual acceptance:
3, the construction unit quality self-evaluation:
This project has nine divisions: foundation and foundation, main body, decoration, roof, water supply and drainage, electricity, ventilation and air conditioning, energy saving and elevator. It has been completed according to the design documents and the contents agreed in the construction contract, and the quality acceptance of the included sub-projects conforms to the relevant laws and regulations and mandatory engineering standards, and meets the design and contract requirements. The safety and function inspection data and quality assurance data of each branch project are complete, and the sampling structure of the main functional items of the project conforms to the provisions of relevant professional quality acceptance specifications.
Twelve. general survey
During the construction of this project, there was no violation of the design drawings and related engineering quality specifications, the quality control data was basically complete, the safety and main use function verification and spot check results met the requirements, and all inspection lots, disciplines and sub-projects were qualified, so this project was evaluated as qualified by the technical quality department of the company.
Project manager:
Technical director:
# # Group company
Completion report.
There are some words in the construction contract, just refer to them. It's simple.
Calculation report of earthwork surveying and mapping? Calculation of earthwork volume by establishing coordinate data file —— In Earthwork Survey, Bulletin of Surveying and Mapping, No.08, 2007, when the survey area is small and the terrain is banded, it is not easy to measure by cross-section method, and there is no original ground data, the earthwork volume is calculated by establishing coordinate data file. In addition, when there is a steep slope in the middle of the construction or design plane, the accuracy of earthwork calculation can be improved by adding coordinate data files. Author: Huangshi 435003, School of Architecture and Engineering, Huangshi Institute of Technology, Hubei Keywords: coordinates; Data file; Calculation; Earthwork quantity; Foundation: 2006 academic research project of Huangshi Institute of Technology (Z2006Yb02):TU75 1 1. Introduction Earthwork engineering is the routine work of engineering construction units. Earthwork survey is the surveying and mapping work of earthwork calculation before the construction site is leveled, and the purpose of the survey is to calculate the earthwork filling and excavation quantity in the construction area.
1, geological exploration report
2. The actual measurement adopts the cross measurement method.
3. Original landscape design.
Railway subgrade earthwork commencement report! Subgrade earthwork commencement report! Write down the name and standard of soil cleaning, construction precautions, standards reached, person in charge, safety issues of inspection procedures, etc.
How to write the project contact sheet for earthwork blasting engineering: it is used for the daily work contact between Party A and Party B. Only the construction, supervision (or design) and construction unit need to sign it. For example, the construction unit contacts the materials that the construction unit urges Party A to provide ... The engineering contact sheet is a letter used to contact engineering technical means, engineering quality problems, design changes, etc. It is common for general construction units to send contact sheets to construction units or design units, and construction units often send contact sheets to design units, and recipients should reply according to specific conditions.
Chapter IV Issuance and Reply of Engineering Liaison Sheet
Article 14 The contact list of the project approved for implementation shall come into effect after being stamped by the technical department of the General Office.
Fifteenth in accordance with the requirements of the "Interim Measures for the Settlement of Construction Project Price" jointly issued by the Ministry of Finance and the Ministry of Construction, the approval opinions of the project contact list shall be made step by step in strict accordance with the prescribed time limit.
The contact list of the project that belongs to general matters shall be issued or replied within 3 working days after acceptance; The contact list of major projects shall be issued or answered within 7 working days after acceptance.
Article 16 The technical department of the General Engineer's Office shall issue the engineering contact form stamped with the special seal for engineering technology to the engineering department; According to the requirements of issuing time limit, the engineering department will send the engineering contact list to the supervision unit and the construction unit in time.
Article 17 The contact list of the project cannot be used as the basis for construction, completion data and settlement without the confirmation of the "official seal"; If the construction unit implements it without authorization, it shall bear the corresponding increased expenses and quality and safety management responsibilities.
Answer your question: the contact list of the project you mentioned is generally sent directly to the organizer, and the supervision unit should send a copy; Involving engineering quantity accounting or appropriation application, it shall be signed by the supervisor and then sent to Party A by itself;
Reply to the Engineering Liaison Sheet signed and confirmed by Party A: it is mainly sent to the construction unit and copied to the supervision unit (to let the supervision unit know about this matter and facilitate supervision), and Party A and Party B are the subject and object of this matter;
The contact list issued by Party A should distinguish between different situations: if it is a contact list for the construction unit, it should be sent to the construction unit and copied to the supervision unit; If it is only the opinions and requirements put forward by the supervision unit, it may not be sent to the construction unit.
The national earthwork quotation is based on the project budget, which varies from place to place, but the vehicles in the unit price analysis are all budgeted according to not overloading.