Traditional Culture Encyclopedia - Photography and portraiture - Notice on printing and distributing the Provisions on the Administration of Construction Project Supervision and Related Service Charges and the Standards for Construction Project Supervision and Rela
Notice on printing and distributing the Provisions on the Administration of Construction Project Supervision and Related Service Charges and the Standards for Construction Project Supervision and Rela
1.0.2 the cost of construction project supervision and related services includes the cost of project supervision in the construction stage of the construction project (hereinafter referred to as "construction supervision") and the cost of related services such as survey, design and warranty (hereinafter referred to as "related services in other stages").
1.0.3 The construction supervision service fees for railway, waterway, highway, hydropower and reservoir projects shall be calculated according to the fixed charging method for construction and installation engineering fees. The construction supervision service fee of other projects is calculated according to the investment quota charging method of construction project budget estimate.
1.0.4 related service fees at other stages are generally charged according to the man-days required for related service work and the daily expense standard for employees of construction project supervision and related service providers (Table 4).
1.0.5 The construction supervision service fee is calculated according to the following formula:
(1) construction supervision service fee = benchmark price of construction supervision service fee × (1 floating range value)
(2) benchmark price of engineering supervision service fee = benchmark price of engineering supervision service fee × professional adjustment coefficient × engineering complexity adjustment coefficient × elevation adjustment coefficient.
1.0.6 base price of construction supervision service fee
The basic price of construction supervision service charge is the price stipulated by national laws, regulations and norms to complete the basic supervision service content in the rotation stage. The basic price of construction supervision service fee is determined according to the Basic Price Table of Construction Supervision Service Fee (Attached Table 2). If the charge amount is within two numerical ranges, the base price of the project supervision service fee is determined by linear interpolation method.
1.0.7 benchmark price of construction supervision service fee
The benchmark price of construction supervision service charge is the benchmark charge amount of construction supervision service calculated according to the benchmark price specified in this charging standard and 1.0.5 (2). According to the actual situation of the project, the employer and the supervisor negotiate to determine the contract amount of the project supervision service fee within the specified floating range.
1.0.8 Billing amount of construction supervision service fee
If the construction supervision service fee adopts the method of charging the construction project budget investment quota, the amount of charging is the sum of the construction and installation project fee, equipment purchase fee and joint debugging fee in the project budget investment, which is the project budget investment. For the project whose equipment purchase cost and joint debugging cost account for more than 4 0% of the estimated investment, its construction
The installation fee is fully included in the invoiced amount, and the equipment purchase fee and joint debugging fee are included in the invoiced amount at a rate of 40%. However, the invoiced amount shall not be less than the invoiced amount of projects with the same construction and installation costs, equipment purchase costs and joint debugging costs equal to 40% of the estimated investment of the project.
If the original equipment is used in the project and installation and commissioning services are carried out, the current price of similar equipment at the time of signing the project supervision contract shall be taken as the charging amount of the project supervision service; If there is delayed equipment in the project, the current price of similar equipment at the time of signing the project supervision contract shall be deducted as the billing amount of the project supervision service fee; There are imported equipment in the project.
Yes, according to the FOB price of the purchased equipment, it is converted into RMB as the billing amount of the construction supervision service fee.
If the engineering supervision service fee is charged according to the construction and installation engineering fee quota, the charging amount is the construction and installation engineering fee in the project budget.
The estimated investment amount of construction project or construction and installation project fee as the charging amount of construction supervision service refers to the charging amount of the project scope agreed in each supervision contract.
1.0.9 Adjustment coefficient of construction supervision service fee
The adjustment coefficient of construction supervision service fee includes: professional adjustment coefficient, engineering complexity adjustment coefficient and elevation adjustment coefficient.
(1) Professional adjustment coefficient is a coefficient to adjust the complexity and workload difference of construction supervision of different professional construction projects. When calculating the construction supervision service fee, the professional adjustment coefficient is shown in the Table of Professional Adjustment Coefficient of Construction Supervision Service Fee (Annex III).
(2) The adjustment coefficient of engineering complexity is the coefficient to adjust the complexity and workload difference of construction supervision of the same professional construction project. The engineering complexity is divided into three levels: general, complex and complex, and the adjustment coefficient is: general (1) 0.85; More complex (1 1 level)1.0; Complex number (IIl level) 1. 1.5. When calculating the construction supervision service fee, the complexity of the project should be found in the table of engineering complexity in the corresponding chapter.
(3) The elevation adjustment coefficient is as follows:
The elevation below 200 1m is l;
1.1at an altitude of 200/~ 3000m;
The altitude of 300 1 ~ 3500m is1.2;
The altitude of 350 1 ~ 4000m is1.3;
When the elevation is above 400 1m, the elevation adjustment coefficient shall be determined by the employer and the supervisor through consultation.
1.0. 1 0 The employer subcontracts part of the construction supervision service to the supervisor separately, and calculates the construction supervision service fee according to its proportion in the construction supervision service workload, in which the service fee for quality control and safety production supervision and management shall not be less than 70% of the construction supervision service fee.
1.0. 1 1 If the construction supervision service of a construction project is undertaken by more than two supervision units, each supervision unit shall calculate the construction supervision service fee according to the proportion of the workload of the construction supervision service. If the Employer entrusts one of the supervisors to be responsible for the construction supervision service of the construction project, the supervisor shall charge the Employer the overall coordination fee according to 4% ~ 6% of the total supervision service fee of each supervisor.
1.0. 1 2 This charging standard does not include other service charges other than these general rules 1.0. 1. Other service charges, if stipulated by the state, shall be subject to its provisions; If there is no provision in the state, it shall be determined by the employer and the supervisor through consultation. 2. 1 mine mining and dressing project scope
It is suitable for mining and mineral processing projects of nonferrous metals, ferrous metallurgy, chemistry, nonmetal, gold, uranium, coal and other minerals.
2.2 Complexity of mine mining and dressing engineering
2.2. 1 mining project
Mining engineering complexity table 2.2- 1 class engineering characteristics 1 class 1, with simple terrain, geological and hydrological conditions;
2, coal seam, coal quality is stable, recoverable in the whole region, no magmatic rock intrusion, no mine engineering spontaneous combustion;
3. The vertical depth of vertical shaft is less than 300m, and the length of inclined shaft is less than 500m;
4. The terrain of the mine field is 1, 1 1, the occurrence condition of coal seam is 1,1,the minable coal seam is below 2 floors, and the coal seam is buried deeply.
5. Classification, storage and transportation facilities for Class II mines and open-pit mining projects;
6. Hillside and deep open pit mines with buried depth of ore bodies < 120m;
7. Number of single ore varieties, inclined shafts, adit passes and main, auxiliary and air shafts.
2, low gas, occasionally a small amount of magmatic rocks, small spontaneous combustion tendency of mine engineering;
3, vertical shaft depth 300 m or less.
4. The terrain of the ore field is above IIl, the occurrence condition of coal seam belongs to IIl, the structure of coal seam is complex, there are more than two minable coal seams, and the buried depth of coal seam is ≥ 100m. The comprehensive mining technology is adopted in the open-pit coal mining project;
5, there are two kinds of mines, the main, auxiliary, air shaft number 4 or more, there are mining, storage, power distribution facilities of mine engineering;
6. Open pit mines with more than two modes of transportation and multiple stopes;
7. Deep-concave open pit mine with ore body buried depth ≥ 120m;
8. Gold mining project. Class II is 1, with complicated topographic, geological and hydrological conditions;
2, serious flooding, magmatic rock intrusion, there is a danger of spontaneous combustion of mine engineering;
3, large ground pressure, high local ground temperature, explosive coal dust, high gas mine, coal seam and gas outburst mine engineering;
4. The vertical depth of vertical shaft is ≥800m, the inclined length of inclined shaft is ≥ 1000m, and the thickness of topsoil is ≥ 300 m;
5, mine transportation system is complex, inclined belt transportation system joint development, complicated drainage system and drainage facilities;
6, more than two kinds of ore, and there are separate mining, storage, distribution facilities, using filling mining method or special mining method of various mining projects;
7. Uranium mining project. 2.2.2 Mineral Processing Engineering
Table 2.2-2 Complexity of Mineral Processing Engineering Characteristics 1 Grade 1, new screening plant (workshop) project;
2. Mineral processing projects dealing with easy-to-select ores, single products and mineral processing methods. 1 1 horizontal 1, new construction, reconstruction and expansion of coal preparation plant projects with coal washing lower limit ≥25mm;
2. Mineral processing engineering and mineral processing methods of two mineral products. IIl class 1, new construction, reconstruction and expansion of coal preparation plant with washing lower limit ≥25mm, coal water slurry preparation and combustion application projects;
2, more than two kinds of mineral products and mineral processing methods of mineral processing engineering. 3. 1 processing and smelting project scope
It is suitable for processing projects such as machinery, ships, weapons, aviation, aerospace, electronics, nuclear processing, light industry, textiles, commodity grains, building materials, steel and nonferrous metals, and smelting projects such as steel and nonferrous metals.
3.2 Complexity of processing and smelting engineering
Complexity Table of Processing and Smelting Engineering Table 3.2- 1 Class Engineering Features 1 Class 1, General Mechanical Auxiliary Equipment and Supporting Factory Engineering;
2. Ship auxiliary machinery and supporting factories, ship general instrument factory, crane road engineering;
3. Chemical civil explosion engineering and photoelectric engineering;
4, sporting goods, toys, handicrafts, daily necessities, metal products factory and other projects; 5. Knitting and garment factory project;
6, small forest products processing projects;
7, small cold storage, slaughterhouses, ice factories, general agriculture (food) and domestic trade processing projects;
8, ordinary cement, brick and tile cement products factory project;
9, general simple processing and smelting auxiliary monomer engineering and monomer auxiliary engineering;
10, small-scale, simple process building aluminum and copper processing and supporting projects. 1 1 class 1, test station (room), test bed, measuring and testing station, automatic three-dimensional and multi-storey warehouse project, power station and empty substation project;
2. Shipyard, shipyard, dock repair workshop, slipway, model test pool, marine development engineering equipment factory, underwater acoustic equipment and underwater weapon factory projects;
3, tanks and armored vehicles, artillery engineering;
4, aviation assembly plant, maintenance plant, auxiliary machinery factory, aviation and aerospace test and parts factory, aerospace products department assembly plant project;
5, electronic machine and basic product project engineering, display device project engineering;
6, food fermentation tobacco engineering, sugar engineering, salt making and salinization engineering, leather fur and its products engineering, household appliances and daily mechanical engineering, daily silicate engineering;
7. Textile engineering;
8, forest products processing engineering;
9. Commodity grain processing projects;
10, < 2,000 tons/day cement production line. Ordinary glass, ceramics, refractory engineering, special ceramic production line engineering, new building materials engineering;
1 1, coking, refractories, sintered pellets and auxiliary, processing and supporting projects, nonferrous metals, iron and steel smelting and other auxiliary, processing and supporting projects. IIl class 1, machinery main engine factory project;
2. Special painting workshop for shipbuilding industry and dry dock engineering;
3, explosives and initiating explosive device engineering, missile and arrow fuze engineering;
4. Aircraft main engine plant and aerospace product assembly plant projects;
5. Microelectronic product project engineering, electronic special environment engineering and electronic system engineering;
6, nuclear fuel components/components, uranium enrichment, nuclear technology and isotope application engineering;
7, pulp and paper engineering, daily chemical industry;
8, printing and dyeing engineering;
9, 2000 t/d and above cement production line, float glass production line;
10, nonferrous metals, iron and steel smelting (including continuous casting) projects and steel rolling projects. 4. 1 Scope of petrochemical engineering
Suitable for petroleum, natural gas, petrochemical, chemical, petrochemical, nuclear chemical, chemical fiber and medical engineering.
4.2 Complexity of petrochemical engineering
Petrochemical Engineering Complexity Table 4.2- 1 Class Engineering Features 1 Class 1, Oil and gas field wellhead devices and internal gathering pipelines, oil and gas metering stations, transfer stations and other stations, total volume.
2. Long-distance oil, gas, coal water slurry and other medium pipelines and intermediate station projects in Xiaoqiuling area of the plain;
3, inorganic salts, rubber products, compound fertilizer projects;
4. Petrochemical auxiliary production facilities and public works. 1 1 class 1, crude oil dehydration transfer station and oil-gas-water combined treatment station in oil and gas fields, with a total volume of ≥ 50,000m3.
Or diversity
2. Long-distance pipelines for oil, gas, coal water slurry and other media, as well as the first station, last station, compressor station and dispatching center project in mountainous swamp areas;
Atmospheric and vacuum distillation and secondary processing equipment below 35 million tons/year, oxidative dehydrogenation of butene, MTBE, butadiene extraction and acetonitrile production equipment projects;
4, phosphate fertilizer, pesticides, fine chemicals, biochemical engineering, chemical fiber engineering;
5. Medical engineering;
6. Freezing, desalting, joint control room, medium and high pressure heating station, environmental monitoring, industrial monitoring and tertiary sewage treatment project. IIl class 1, offshore oil and gas field engineering;
2. Long-distance pipeline crossing project;
Atmospheric and vacuum distillation and secondary processing equipment with a capacity of 35 million tons/year or above, monomer raw materials such as aromatic hydrocarbon extraction, aromatic hydrocarbon (PX), ethylene, purified terephthalic acid, synthetic materials, low-temperature storage and transportation facilities for liquefied petroleum gas and liquefied natural gas;
4. Synthetic ammonia, acid production, alkali production, compound fertilizer, petrochemical industry and coal chemical industry;
5. Nuclear chemical engineering and radiopharmaceutical engineering. 5. 1 scope of water conservancy and electric power engineering
Suitable for water conservancy, power generation, power transmission, substation and nuclear energy engineering.
5.2 Complexity of water conservancy and electric power engineering
Table 5.2 Complexity of Water Conservancy, Power Generation, Power Transmission, Substation and Nuclear Energy Projects-1 Class Engineering Features 1 Class1,condensing unit power generation projects with a single hungry capacity of 200MW and below, gas turbine power generation projects, and heating unit power generation projects with a capacity of 50MW and below;
2.220kV and below voltage level power transmission and transformation project;
3. Maximum dam height
4, the construction of open channel diversion structures and stone cofferdam;
5. Total installed capacity
6. tunnels with single hole length < Lkm;
7. No special environmental protection requirements. 1 1 class 1, condensing unit power generation projects with a single unit capacity of 300 MW to 600 MW, heating unit power generation projects with a single unit capacity of more than 50MW, and new energy power generation projects (renewable energy, wind power, tides, etc.). );
2.330 kV power transmission and transformation project;
3.70m≤ maximum dam height
4. Underground cavern span < 15m, 50m≤ slope height < 100m, 20m≤ foundation treatment depth.
5, the construction of tunnel diversion structure (hole diameter
6.50 MW≤ total installed capacity
7. 1km≤ tunnel with single hole length < 4KM;
8. The project is located in or adjacent to the provincial key environmental (ecological) protection zone, which requires high environmental protection. Power generation projects of condensing units with IIl grade 1 and single unit capacity of more than 600MW;
2. Converter station engineering and power transmission and transformation engineering with voltage level ≥500kV;
3. Nuclear energy engineering;
4. Reservoir hydropower projects with maximum dam height ≥ 100m3 or storage capacity ≥ 100m3;
5. Reservoir hydropower projects with underground cavern span ≥ 15m, slope height ≥ 100m and foundation treatment depth ≥40m;
6. Tunnel diversion structure construction (aperture ≥ 10m) or concrete cofferdam construction (maximum weir height ≥ 20m);
7. Reservoir hydropower projects with total installed capacity ≥ 1000 MW;
8. Hydraulic tunnels with a single hole length of ≥4km;
9. The project is located in or adjacent to the national key environmental (ecological) protection zone and has special environmental protection requirements. Other water conservancy projects
Table 5.2-2 Engineering Characteristics 1 Grade 1 Flow of Complexity Grades of Other Water Conservancy Projects
2. River regulation buildings (structures) and river embankment projects with dike grade V;
3, irrigation field engineering;
4. Soil and water conservation project. 1 1 class 1, 15m3/s≤ flow < 25 m3/s diversion channel pipeline project;
2. Construction projects in water diversion projects;
3, hilly, mountainous and desert areas of water diversion channel pipeline engineering;
4. River regulation buildings (structures) with dike grades II and IV, river dike project II L 1, and water diversion channel pipeline project with flow ≥25m3/s;
2. Water diversion and construction projects in hilly, mountainous and desert areas;
3. River regulation buildings (structures) and river embankment projects with embankment grades of L and ii;
4 revetment, breakwater, cofferdam, artificial island, reclamation project, urban flood control and estuary regulation project. 6. 1 Scope of transportation works
Suitable for railways, highways, water transport, urban traffic, civil airports and ropeways.
6.2 Complexity of transportation engineering
6.2. 1 railway project
Railway Engineering Complexity Table 6.2- 1 Grade Engineering Features 1 Grade II, III and IV Railways. 1 1 class 1, 200KM/h passenger and freight lines * * *;
2. First-class railway;
3. Dedicated freight line;
4. Independent bridge;
5. Independent tunnel. IIl class 1, passenger dedicated line;
2. Projects with particularly complicated technology. Note: L. The complexity adjustment coefficient is 0.85 for Class I, L for Class ii, and O.95 for Class ii;
2. The complexity adjustment coefficient of the newly-built double-track with the complexity level of Il is 0.85.
6.2.2 Highway, urban road, rail transit and ropeway engineering
Table 6.2-2 Characteristics and Complexity of Highway, Urban Road, Rail Transit and Cableway Engineering 1 Grade 1 Grade III and IV Highway and corresponding electromechanical engineering;
2. Electromechanical engineering of first-class highway and second-class highway. 1 1 first-class highway and second-class highway1;
2. Expressway electromechanical engineering;
3. Urban roads, squares and parking lots. IIl grade 1, expressway project:
2. Urban subway and light rail:
3. Passenger (freight) ropeway project. Note: For the complexity of crossing mountainous and hilly areas, the sub-item complexity adjustment coefficients of Il and IIl highway projects are 1. 1 and 1.26 respectively.
6.2.3 Highway Bridges, Urban Bridges and Tunnel Works
Table 6.2-3 Complexity of engineering characteristics of highway bridges, urban bridges and tunnels 1 grade 1, total length < 1000m or single span.
2. Length
3. Pedestrian overpass and culvert works. 1 1 class 1, highway bridge with total length ≥l000m or 150 m≤ single span < 250 m;
2.l000m≤ length
3. Urban bridges, separated overpasses and underpasses. IIl grade 1, arch bridge with main span ≥250m, prestressed concrete continuous structure with single span ≥250m, cable-stayed bridge ≥400m and suspension bridge ≥ 800m;
2. Multi-arch tunnel, underwater tunnel and tunnel project with length ≥3000 m:
3. Urban interchange. Waterway engineering
Table 6.2-4 1 Class Waterway Engineering Features Complexity 1 Class Coastal Port and Waterway Engineering: Wharf < 1000 Tonnage Waterway
2. Inland ports, waterway regulation and shipping construction projects: docks, waterway regulation and ship locks.
3. Repair the hydraulic engineering of the shipyard: dock and outfitting dock.
4. Various dredging, reclamation and land reclamation projects. 1 1 class 1, coastal port and waterway engineering: 1000t ≤ wharf < 10000t, 5000t ≤ waterway.
2. Dangerous goods such as oil and gas wharf project
3. Inland port, waterway regulation and navigation construction project: l00t ≤ wharf.
100t ≤ waterway regulation <100t, l00t ≤ lock < 500t, ship lift < 300t;
4. Repairing shipyard hydraulics: 3000-ton docks and outfitting docks.
2, oil, gas and other dangerous goods wharf engineering ≥1000t;
3. Inland waterway regulation and navigation construction projects: wharf and waterway regulation ≥ 1000t, lock ≥500t, ship lift ≥ 300t;
4. Shipping (electric power) hub project;
5. Hydraulic engineering of shipyard: dock and outfitting wharf ≥l0000t, slipway and slipway hull weight >; 5000t
6. Water traffic control project. 6.2.5 Civil Airport Project
Table 6.2-5 Civil Airport Engineering Complexity Table Engineering Features 1 Runway, Air Traffic Control and Navigation Aids Lighting Engineering (Single Project or Small-scale Project) of Grade 3C and below; 1 1 4C and 4D runways, air traffic control and navigation AIDS (medium-sized projects); IIl class 4E and above runway, air traffic control, navigation aid lighting engineering (large-scale comprehensive engineering with supporting measures). Note: For the scale division standard of this project, please refer to the Technical Standard of Civil Airport Flight Area. 7. 1 Scope of municipal construction project
Applicable to construction, civil air defense, municipal utilities, landscaping, radio and television, postal services and telecommunications projects.
7.2 the complexity of building municipal engineering
7.2. 1 building and civil air defense works
Table 7.2 Complexity of buildings and civil air defense projects-1 grade engineering characteristics 1 grade1,public buildings and residential projects with heights less than 24m;
2. Span
3, outdoor engineering and simple supporting houses;
4. Height
2.24m≤ workshop and warehouse construction project with span < 36m;
3. Residential projects with a height of ≥24m;
4. Antique buildings, generally international ancient buildings, protective buildings and underground construction projects;
5, decoration, decoration engineering;
6, the protection level of four and below the civil air defense project;
7.70m≤ height
2. High-standard ancient buildings and protected buildings;
3, the protection level of civil air defense projects for more than four:
4. High-rise structure with height ≥l20m. 7.2.2 Municipal public facilities and landscaping works
Table 7.2.2 Complexity Grade of Municipal Public Works and Greening Works 1 Grade 1, DN
2. Gas pipeline project in residential area;
3. Residential heating pipe network engineering,
4. Small refuse transfer stations and simple composting projects. 1 1 horizontal 1, DN≥ 1.0m underground water supply and drainage pipeline project; & lt3m3 /S water supply and sewage pumping station; & lt 65438+100000 tons/day water supply project,
2. Urban low-pressure gas pipeline network (station),
3. Boiler room ≥ 2MW, urban heating pipe network project and heat exchange station project;
4. l00t/ day garbage transfer station and landfill project;
5. Landscaping project. IIl-class 1, water supply and drainage pumping station ≥3 m3/S, water supply plant project ≥l0 million tons/day, sewage treatment plant project ≥ 50,000 tons/day;
2. Urban high-pressure gas pipeline network (station) and liquefied gas storage tank yard (station) ≥l000m3:
3. Garbage incineration project;
4. Submarine sewage pipeline. Seawater intake and drainage, desalination and treatment project. 7.2.3 Radio and Television, Postal Service and Telecommunication Engineering
Table 7.2-3 Complexity of radio and television, postal services and telecommunications engineering features 1 level 1, radio and television center equipment (2 radios and below, 3 televisions and below) projects;
2, medium and short wave transmitter (medium wave single power P
3, TV, FM transmission tower (Taiwan) equipment (single power P
4, radio and television receiving and measuring station equipment engineering; Process engineering of tertiary mail processing center. 1 1 class 1, radio and television center equipment (3 ~ 5 radios and 4 ~ 6 televisions) project;
2, medium and short wave transmitter (medium wave single power LKW ≤ P
3, TV, FM transmission tower (Taiwan) equipment (medium wave single power LKW ≤ P
4. Radio and TV transmission network project: process project of secondary mail processing center;
5, electroacoustic equipment, recording studio, recording (broadcasting) room, studio equipment engineering;
6, radio and television satellite earth station, microwave station equipment engineering;
7. Telecommunication engineering. IIl class 1, radio and television center equipment (more than 6 radios and more than 7 televisions) project;
2, medium and short wave transmitting station equipment (medium wave single machine power P≥20KW, short wave single machine power P≥ 150KW) project;
3, TV, FM transmission tower (Taiwan) equipment (medium wave single power P≥ 10KW, tower height ≥200m) project;
4, a mail processing center process engineering. 8. 1 scope of agricultural and forestry projects
Suitable for agriculture and forestry engineering.
8.2 Complexity of Agriculture and Forestry Engineering
The complexity of agriculture and forestry engineering is Grade II.
Schedule 1
Main work contents of construction project supervision and related services: main work contents of service stage: Remarks: In the survey stage, assist the owner to prepare survey requirements, select survey units, check survey plans, supervise implementation and control accordingly, and participate in the acceptance of survey results. The specific work contents of supervision and related services in the survey, design, construction and warranty stages of construction projects shall be implemented in accordance with relevant national and industrial norms and regulations. In the design stage, assist the owner to formulate design requirements, select design units, organize the selection of design schemes, coordinate and manage all design units, supervise the performance of contracts, review the design progress plan and supervise the implementation, verify the design outline and design depth, and the rationality of using technical specifications, put forward design evaluation reports (including verification opinions and optimization suggestions for design in each stage), and assist in reviewing the design budget. Quality, schedule and cost control in the construction process at the construction stage, as well as supervision and management of production safety, coordination and management of contracts and information. Check and record the quality defects of the project during the warranty period, investigate and analyze the causes of the defects and determine the responsibilities, review the repair plan, supervise the repair process and acceptance, and review the repair costs. Schedule II
Base price table of construction supervision service fee
Unit: ten thousand yuan serial number charging base price150016.521000 30.13 3000 78.14 5000120.85 8000/kloc-. 438+00000 2 18.6 7 20000 393.4 8 40000 708.2 9 60000 99 1.4 10 80000 1255.8 1 1 100000 10000 10000 15438 7.0
Schedule 3
Professional adjustment coefficient table Construction supervision service fee Engineering type Professional adjustment coefficient 1. Mining and dressing engineering Mining and dressing engineering for black, nonferrous, gold, chemical and nonmetal mines 0.9 Coal preparation and other coal engineering10 mining engineering, uranium mining and dressing engineering 1. 1 2. Processing and Smelting Engineering 0.9 Ship Hydraulic Engineering 1.0 Various Processing Engineering 1.0 Nuclear Processing Engineering 1.2 3. Petrochemical Petrochemical 0.9 Chemical Industry, Petrochemical Industry, Chemical Fiber and Medical Engineering 1.0 Nuclear Chemical Industry 1.24. Water conservancy and electric power engineering wind power generation, other water conservancy projects 0.9 thermal power engineering, power transmission and transformation engineering 1.0 nuclear energy, hydropower and reservoir engineering 1.25. Traffic Engineering Airport Road and Navigation Aids Lighting Engineering 0.9 Railway, Highway, Urban Road, Light Rail and Airport Air Traffic Control Engineering10 Waterway, Subway, Bridge, Tunnel and Cableway Engineering 1. 1.6. Building Municipal Engineering Landscaping Project 0.8 Building, Civil Air Defense, Municipal Public Works 1.0 Posts and Telecommunications, Radio and Television Engineering 1.07. Agriculture and Forestry Engineering 0.9 Forestry Engineering 0.
Daily cost standard for employees of construction project supervision and related service providers (RMB) 1. Senior expert 1000 ~ 1200 2. Senior professional and technical title supervision and related service personnel 800 ~ 1000 3. 600 ~ 800 IV for supervisors and related service personnel with intermediate titles. 300 ~ 600 supervisors and related service personnel with junior and below titles Note: This table is applicable to the labor cost standard for providing short-term services.
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