Collection of basic prices for the design of engineering networks. State estimate standard "directory of basic prices for design work in construction" utility networks and structures"

1 Basic provisions
2 The procedure for determining the base price of design work
3 Basic prices for the development of design and working documentation
Table No. 1. City linear engineering communication networks
Table No. 2. External lighting of streets, highways, driveways, squares, parks, squares, boulevards, residential courtyard areas, cemeteries, areas of schools, kindergartens, nurseries, clinics and hospitals
Table No. 3. Certain types of outdoor lighting work
Table No. 4. City water supply
Table No. 5. External sewerage networks
Table No. 6. Structural components on city sewerage pipelines
Table No. 7. Separate units of rainwater drainage pipelines designed outside the complex
Table No. 8. Urban reservoirs
Table No. 9. Heating networks
Table No. 10. Pumping stations for pumping drainage water
Table No. 11. Booster pumping stations
Table No. 12. Control and maintenance units for electrified valves
Table No. 13. Battery installations
Table No. 14. Central heating point
Table No. 15. Boiler rooms
Table No. 16. Diesel power plants
Table No. 17. Quarterly, inter-quarter, street cable electrical networks
Table No. 18. Overhead power lines with voltage up to 20 kV
Table No. 19. Overhead power lines with a voltage of 35 kV
Table No. 20. Overhead power lines with voltage 110 - 750 kV
Table No. 21. Transitions of overhead power lines 35 - 750 kV
Table No. 22. Special work on the design of power transmission lines 35 - 750 kV
Table No. 23. Electrical calculations for power lines with voltage 220 - 750 kV
Table No. 24. Special electrical calculations for power lines 35 - 750 kV
Table No. 25. AC electrical substations 35 - 750 kV
Table No. 26. Additional technical characteristics of buildings and structures of substations, prices for the design of which are given in Table No. 25
Table No. 27. Buildings and structures of AC electrical substations
Table No. 28. Technical reconstruction of secondary connections of existing switchgears (RU)
Table No. 29. Secondary connections of emergency and system automation devices (PA), automated systems(AS), reception and transmission of signals (PI)
Table No. 30. Relay protection and linear automation of electrical networks 35 - 750 kV
Table No. 31. Current calculations short circuit in networks with voltage 35 - 750 kV
Table No. 32. Emergency automation
Table No. 33. Calculations of electrical modes and stability in networks with voltages up to 750 kV inclusive
Table No. 34. Dispatch control and telemechanization of energy facilities of power systems
Table No. 35. High-frequency channels along power lines
Table No. 36. Certain types of work for overhead lines with voltage up to 20 kV
Table No. 37. Transformer substations with voltage 6-20/0.4-10 kV, distribution and sectioning points with voltage 6-20 kV
Table No. 38. Relay protection of electrical networks with voltage up to 20 kV
Table No. 39. Linear automation of electrical networks with voltage up to 20 kV
Table No. 40. Calculation of short-circuit currents in electrical networks with voltages of 3 - 20 kV
Table No. 41. Electrical networks with voltage up to 20 kV
Table No. 42. Underground communication tunnels
Table No. 43. Units, cameras and control rooms for servicing underground communication tunnels
Table No. 44. Recommended estimated relative cost of developing sections of design documentation for the construction of engineering structures and communications (as a percentage of the base price)
Table No. 45. Recommended estimated relative cost of developing working documentation for the construction of engineering structures and communications (as a percentage of the base price)
Table No. 46. Recommended estimated relative cost of developing sections of design documentation for the construction of linear facilities (as a percentage of the base price)
Table No. 47. Recommended estimated relative cost of developing working documentation for the construction of linear facilities (as a percentage of the base price)
Table No. 48. Recommended estimated relative cost of developing sections of design documentation for the construction of a complex of boiler houses and a central heating point (as a percentage of the base price)
Table No. 49. Recommended estimated relative cost of developing working documentation for the construction of a complex of boiler houses and a central heating point (as a percentage of the base price)
Table No. 50. List of abbreviations used in the Directory

STATE ESTIMATED STANDARDS

“DIRECTORY OF BASIC PRICES FOR PROJECT WORK

IN CONSTRUCTION "UTILITY ENGINEERING

NETWORKS AND STRUCTURES"

I. BASIC POINTS

1.1. State estimate standard"Directory base prices for design work in construction “Utility engineering networks and structures” (hereinafter referred to as the Directory) is intended to determine the cost of developing design and working documentation for the construction of buildings, engineering structures and communications (water supply and sewerage networks, heat and power supply structures, linear engineering communication networks, external electric lighting ).

1.2. When using this Directory, you should be guided by the Guidelines for the use of directories of basic prices for design work in construction, approved by order of the Ministry regional development Russian Federation dated December 292009 No. 620 “On approval Guidelines by applicationreference books of basic prices for design work in construction"(registered by the Ministry of Justice of the Russian Federation on March 232010, registration No. 16686, Bulletin of regulatory acts of federal executive authorities, 2010, No. 16) (hereinafterMethodical instructions).

1.3. The price level contained in the tables of the Directory is established as of January 1, 2001, excluding value added tax.

1.4. Basic prices in the Directory are established for the development of design and working documentation depending on the natural indicators of design objects: length, power, productivity and others, or for the object as a whole.

1.5. The distribution of the base price for the development of design and working documentation can be determined in accordance with clause 1.4. Methodological guidelines, while Chapters 2.3, 2.4, 2.7 and 2.8 of this Handbook provide updated regulations for the specified ratio, taking into account the specifics of the design of utility networks and structures.

1.6. The Directory provides basic prices for individual design of new construction buildings, communal engineering networks and structures.

1.7. Basic prices of the Directory in addition to the works listed in clause 1.3.6. Section I of the Methodological Instructions,The following works and services are not taken into account and require additional payment:

1.7.1. reconstruction and removal of existing communications and structures from the construction zone;

1.7.2. organization of public transport during construction;

1.7.3. drainage design, other than those specified in the application instructions;

1.7.4. land reclamation;

1.7.5. development of measures for the safety of existing structures falling within the work area;

1.7.6. restoration of landscaping of the territory and restoration of the road surface in connection with the construction of underground structures and communications;

1.7.7. design of special methods of construction work (water reduction for the construction period, chemical consolidation and freezing of soils, hydromechanization, sheet piling of pits and trenches, etc.);

1.7.8. development of a three-dimensional electronic model of pipelines and equipment, ventilation systems, routing of routes, cables, load-bearing building structures;

1.7.9 development of the “Industrial Safety” section.

The cost of developing the “Industrial Safety” section, if it is developed by decision of the state customer, is determined in the amount of up to 6% of the cost of developing design documentation for those structures for which this section is being developed.

1.7.10. development of a dendroplane;

1.7.11. design of video surveillance and emergency communications;

1.7.12. development of a special lighting project to form a light environment and create light ensembles;

1.7.13. design of siphon crossings of water barriers;

1.7.14. costs associated with the participation of the design organization, on behalf of the customer, in the selection of a site (route) for construction;

1.7.15. development of technological regulations for the use of construction waste.

1.8. The base price of design and working documentation is determined in the manner established by sectionIIMethodical instructions.

1.9. The base prices of this Handbook provide for design based on geodetic plans on a scale of 1:500. When designing according to geodetic plans at a scale of 1:200, a pricing coefficient of up to 1.15 is applied to prices.

1.10. When designing facilities in cities with a population of 500 thousand to 1 million people, a pricing coefficient of up to 1.1 can be applied to prices; with a population of more than 1 million people - coefficient up to 1.2; for the cities of Moscow and St. Petersburg - a coefficient of up to 1.3, and when designing utility networks and structures in areas of historical value (historical part of the city), the price for design can be determined with a pricing coefficient of up to 1.4.

1.11 Simultaneous use coefficients provided for in clause 1.10 are not allowed.

1.12. When metro lines and structures intersect, a coefficient of up to 1.2 can be applied to the design prices for utility networks and structures located in their area, taking into account complicating design factors.

1.13. This Handbook does not provide prices to determine the cost of developing engineering support schemes.

If it is necessary to develop engineering support schemes (indicated in the design assignment), their cost can be determined at the prices of this Directory using a reduction factor of up to 0.2 to the cost of developing design documentation for the facility, which includes all structures on the construction site, including lengths newly designed communications serving the construction area.

1.14. In the case of carrying out work to assess the environmental impact of a capital construction project (EIA) as part of the design documentation on behalf of the customer, their cost is determined in the amount of 4% of the total design cost.

1.15. The recommended approximate relative cost of developing sections of design and working documentation for the construction of engineering structures and communications (as a percentage of the base price) is given in tables No. 44 and No. 45 of this Handbook.

1.16. The recommended approximate relative cost of developing sections of design and working documentation for the construction of linear facilities (as a percentage of the base price) is given in tables No. 46 and No. 47 of this Handbook.

1.17. Recommended estimated relative cost of developing sections of design and working documentation for the construction of a complex of boiler houses andcentral heating point(as a percentage of the base price) is given in table No. 48 and No. 49 of this Handbook

1.18. The base price for the development of design and working documentation for temporary structures (water supply, sewerage, etc.) necessary for the normal operation of existing facilities during the construction of the structure being designed is determined according to the prices of this Directory with a coefficient of up to 0.5.

1.19. The base price for the development of design and working documentation only for the dismantling of objects and structures (without further design of new objects and structures), if carried out under a separate design task, is determined at the prices of this Handbook for the design of sections, the development of which is necessary during dismantling, using coefficients: up to 0.35 - for the linear part and up to 0.2 - for on-site structures, taking into account the ratio of the labor intensity of design work for an object under conditions of new construction and the development of documentation for the dismantling of a similar object.

II . PROCEDURE FOR DETERMINING THE BASE PRICE OF DESIGN WORK

Chapter 2.1. City linear engineering communication networks

(to table No. 1 of this Handbook)

2.1.1. This chapter provides basic prices for the development of design and working documentation for urban linear communications and radio structures, as well as projects for the redevelopment and reconstruction of existing linear communications and radio structures, including:

telephone sewerage from asbestos-cement pipes for communication and radio;

cable communication lines (including communication cables for telemechanics, engineering communications) and radio;

overhead lines of subscriber communication networks and radio broadcasting networks.

2.1.2. When determining the basic price for designing communication and radio networks according to Table No. 1 of this Handbook, the following features must be taken into account:

when designing communication sewers, radio and cable lines passing through a territory with a development coefficient from 0.2 to 0.5, a coefficient of up to 1.2 is applied to the basic design price, taking into account complicating factors; with a building coefficient of more than 0.5 to 0.8 - up to 1.4;

if there are from 5 to 10 existing or projected communications in the work area, a coefficient of up to 1.05 is applied to prices, taking into account complicating factors; if the quantity is more than 10, the coefficient is up to 1.1;

when determining the cost of designing telephone ducts and armored communication and radio cables with a length less than the minimum indicator, the length of the network of the minimum indicator is taken into account in calculating the price;

when designing networks of communication cables and radios with different technical characteristics(telephone and radio unit capacity, cables for various purposes and accessories, etc.) the cost of their design is determined separately for each network;

when designing communication and radio cables in manifolds, a pricing coefficient of up to 1.1 is applied to the base price;

when designing compacted, long-distance, optical, telemechanics, cable television cables, a pricing coefficient of up to 1.2 is applied to the base price (the base price is calculated for telephone distribution cables and radio cables);

the base price for laying each subsequent cable in telephone and radio sewers, determined according to paragraphs 38-41 of Table No. 1 of this Handbook, is calculated with a correction factor of up to 0.35;

when designing communication cables in an existing telephone network, a pricing coefficient of up to 1.2 is applied to the base price determined according to paragraphs 38-41 of Table No. 1 of this Handbook;

when designing the laying of communication cables along a pole line without installing supports, a reduction factor of up to 0.4 is applied to the base price determined according to paragraphs 48-51 of Table No. 1 of this Handbook;

if it is necessary to implement telephone and radio installation schemes, their cost is determined in the amount of up to 20% of the cost of the project documentation.

2.1.3. The following works and services are not taken into account in the base prices and require additional payment:

development of automated energy consumption metering systems (ASUE, ASKUE), integrated energy consumption systems (IASUE), automated dispatch control and management systems (ASUD), integrated dispatch systems (UDS);

design work on corrosion protection;

design of crossings through artificial and natural barriers, closed crossings, bridge crossings, artificial foundations for pipelines;

development of individual building structures, technological overpasses, bridges, closed passages.

Chapter 2.2. Outdoor lighting

(to tables No. 2, 3 of this Handbook)

2.2.1. This chapter contains basic prices for the design of external lighting of streets, highways, driveways, squares, parks, squares, boulevards, residential courtyard areas, cemeteries, school areas, kindergartens, nurseries, clinics and hospitals when lighting is powered from a single source.

2.2.2. When designing outdoor lighting with two, three or more rows of supports, the base price for designing subsequent rows (except for the first) is determined additionally for each row in the same way as the first with a coefficient of up to 0.5.

2.2.3. When carrying out projects with the installation of supports along the axial part of streets, driveways, and so on with two-way traffic, the basic design price is determined as for a two-row arrangement of supports.

2.2.4. When designing lighting with installation of luminaires on a cable suspension (with one, two or more rows of luminaires), the base design price is determined similarly to the base price when installing luminaires on supports using a coefficient of up to 0.8.

2.2.5. When designing one row of double-row lighting supports for the territory of different objects, the base price for designing the second object is determined similarly to the first with a coefficient of up to 0.7.

2.2.6. The basic price for designing the lighting of squares and traffic intersections with intersections at two or more levels and the use of lighting installations with a height of 20 m or more is determined with a pricing coefficient of up to 1.3.

2.2.7. The basic price of street lighting in the presence of a trolleybus or tram contact network is determined with a pricing coefficient of up to 1.2.

2.2.8. When designing outdoor lighting poles, taking into account their subsequent use for hanging the contact network of urban electric transport, the base design price is determined according to the price indicators in Table No. 2 of this Handbook with a pricing coefficient of up to 1.1.

2.2.9. The base price for designing light illumination of streets, driveways, highways, etc., installed on existing object supports is determined according to the price indicators in Table No. 2 of this Handbook with a coefficient of up to 0.5.

2.2.10. When illuminating more than one facade of architectural lighting, the cost of illuminating each is determined independently.

2.2.11. When lighting monuments that are sculptural groups divided into parts, the cost of lighting each part, except the main one, is determined independently with a coefficient of up to 0.5.

2.2.12. The basic price for designing lighting for streets, highways, driveways, squares, parks, squares, boulevards, residential courtyard areas, cemeteries, hospitals with 2 or more food outlets is determined with a pricing coefficient of up to 1.25.

2.2.13. Cascade control circuit is a group of controlled sequentially connected points of one circuit. A cascade link is a part of a cascade circuit limited to one power point.

2.2.14. Group clock station is a system consisting of an electric clock station and a group of secondary street clocks connected in series through overhead (cable) lines.

Chapter 2.3. City water supply

(to table No. 4 of this Handbook).

2.3.1. This chapter provides basic prices for designlinear networks of city water supply.

2.3.2. The base prices do not take into account the costs of designing the water supply system being built in a closed way(horizontal directional drilling, auger drilling, puncture and shield penetration).

2.3.3. When determining the base price for urban designwater supply according to Table No. 4 of this Handbook, the following features must be taken into account:

when designing a city water supply system on rough terrain with ravines, a coefficient of up to 1.2 should be applied to prices, taking into account complicating factors;

when designing water supply networks passing throughterritories with a development coefficient from 0.3 to 0.5, a coefficient of up to 1.2 is applied to the base prices, taking into account complicating factors; with a building coefficient of more than 0.5 to 0.8 up to 1.4;

 coefficient up to 1.1.;

when laying water supply networks in parallel with 2 or more lines, a coefficient of 0.15 is applied to the base prices for each subsequent line;

the base price for designing the refurbishment of the water supply system is determined according to the prices in the table using a coefficient of 0.8;

the base price for designing a water pipeline laid in a closed way (horizontal directional and auger drilling), including crossings over railways and roads, is determined by the prices of paragraphs 10, 11 of Table No. 5 of this Handbook;

base prices in table No. 4 of this Handbook do not take into account design;

When determining the cost of designing a city water supply system up to 100 m long, the length of the network is taken into account in calculating the price 100 m;

when designing water supply networks with different technical characteristics (diameter, pressure, etc.) and purpose (drinking, fire, technical), the cost of these works is determined separately for each network;

Paragraph 13 of Table No. 4 of this Handbook provides for the design of a water metering unit located in a separate building or structure. In the case of designing a water metering unit built into a building or structure, its price is determined with a reduction factor of 0.4;

when applying albums of standard solutions and drawings for re-use when designing control units to the base price of points 18 21 of Table No. 4 of this Handbook, a correction factor of 0.2 is applied;

When designing a city water supply system from “non-rigid” pipes (polyethylene, polypropylene, fiberglass, polyvinyl chloride), which require testing for static stability during long-term operation, a pricing coefficient of up to 1.1 is applied to the design cost.

2.3.4. The distribution of the base price for the development of design and working documentation is carried out according to the ratio below and can be specified by agreement between the contractor and the customer:

working documentation - 50%.

Chapter 2.4. City sewer

(to tables No. 5-7 of this Handbook)

2.4.1. This chapter provides prices for design work for the construction of sewerage networks, storm drainage systems, laid in urban areas open method, closed method (horizontal directional and press auger drilling), as well as individually designed structural units on city sewerage pipelines.

The same prices are used to determine the cost of design work for enclosing rivers, streams in underground pipelines, and constructing bypass collectors along open river beds, canals and reservoirs.

2.4.2. Basic prices do not take into account the costs of designing sewerage networks, constructed using the shield penetration method.

2.4.3. The base prices in Table No. 5 of this Handbook provide for the design of gravity sewerage. The cost of designing a pressure sewer system is determined by applying a coefficient of 0.7 to prices.

2.4.4. The base prices in Table No. 5 of this Handbook take into account the following structures on the sewer network: wells, chambers.

2.4.5. The base prices of Table No. 5 of this Handbook do not take into account: the cost of tie-ins into existing sewers with a diameter of 2.0 m or more, snow-rafting points on sewer collectors, chambers constructed on sewer collectors using the “wall in soil” method and the lowering method, as well as pumping stations . In addition, paragraphs 10, 11 of Table No. 5 of this Handbook do not take into account the design of starting and receiving pits.

2.4.6. When laying sewer networks in parallel with 2 or more lines, a coefficient of 0.15 is applied to the base prices for each subsequent line.

2.4.7. When designing sewer networks for various purposes (rain, domestic, pressure, general), the cost of their design is determined separately for each network.

2.4.8. external sewerage networksAccording to table No. 5 of this Handbook, the following features must be taken into account:

the base price for designing crossings of sewerage networks under railways and roads is determined at the prices of points 10, 11 of table No. 5of this Handbook;

if there are more than 3 sections of the sewer network route that are different in engineering and geological terms to the base price for points 1 9 table no. 5of this Handbooka coefficient of up to 1.2 is applied, taking into account complicating factors;

if there are from 5 to 10 existing or projected communications in the work area, a coefficient of up to 1.05 is applied to prices, taking into account complicating factors; when the quantity is more than 10 coefficient up to 1.1;

when laying sewer networks passing through a territory with a development coefficient from 0.3 to 0.5, a coefficient of up to 1.2 is applied to the basic design price, taking into account complicating factors; with a building factor from 0.5 to 0.8 up to 1.4;

base prices in table No. 5 of this Handbook do not take into account designsheet piling fences for pits and trenches;

When determining the cost of designing sewerage networks up to 100 m in length, the length of the network is taken into account in calculating the price 100 m;

When designing urban sewerage from “non-rigid” pipes (polyethylene, polypropylene, fiberglass, polyvinyl chloride), which require testing for static stability during long-term operation, a pricing coefficient of up to 1.1 is applied to the design cost.

2.4.9. When determining the basic design pricestructural units on city sewerage pipelinesAccording to table No. 6 of this Handbook, it is necessary to take into account thatItem 6 of the tableNo. 6 of this Handbookthe price for designing a snow melting point on a sewer collector with access roads and fences has been established, excluding the pumping station for pumping wastewater.

2.4.10. When determining the basic design priceindividual units of rainwater drainage pipelinesaccording to table No. 7 of this Directory, it is necessary to take into account that the base pricedesign of units on a two-point pipeline is determined according to the prices in the table with a pricing coefficient of up to 1.15, on a three-point pipeline - with a coefficient of up to 1.2.

2.4.11. The distribution of the base price for the development of design and working documentation is carried out according to the ratio below and can be specified by agreement between the contractor and the customer:

project documentation - 50% of the base price;

working documentation - 50%.

Chapter 2.5. Urban reservoirs (to table No. 8 of this Handbook )

2.5.1. This chapter provides basic prices for the development of designand working documentationurban reservoirs for various purposes.

2.5.2. The base prices do not take into account: development of schemes for drainage and regulation of surface runoff and regulation of river beds, design of architectural design elements, recharge of reservoirs, inlet and outlet pipelines.

2.5.3. When determining the base price for designing reservoirs according to Table No. 8 of this Handbook, the following features must be taken into account:

when designing a reservoir with a complex curvilinear and broken outline, a pricing coefficient of up to 1.15 is applied to the prices of table No. 8 of this Handbook;

when designing decorative islands as part of urban reservoirs, their area is added to the area of the reservoir;

the base price for designing reservoirs connected by culverts (cascades) is determined by prices based on their total area;

design of water treatment, carried out without hydraulic structures and bank protection, should be determined with a coefficient of up to 0.5;

The base prices in the table take into account the design of one boat pier and one spillway. The cost of designing the second structure should be determined with a coefficient of up to 0.4, and each subsequent structure with a coefficient of up to 0.2.

Chapter 2.6. Heating networks and special installations of heating networks
(to tables No. 9-14 of this Handbook )

2.6.1. The total cost of designing heating networks is determined by summing the costs of design work for heat networks of a certain diameter and the cost of design work for special installations.

2.6.2. The cost of developing design and working documentation for heating networks is set depending on the specific diameter of two-pipe water networks for channelless installation, taking into accountoperationalremotecontrolhumidity and protective protection of cases (ODC).

2.6.3. The cost of developing design and working documentation for special installations of heating networks, control and maintenance units for electrified valves (pavilions), battery installations, and heating points is determined from tables depending on the performance of pumping stations, the diameters of electrified valves or the capacity of battery installations.

2.6.4. The prices of the tables in this chapter do not take into account the cost of design:

heating networks operation bases;

telemechanization, dispatching, as well as television monitoring of heating network outlets from heat supply sources;

development of individual building structures for pavilions, technological overpasses, including pile foundations;

development of technological overpasses, bridges, overpasses, shield tunnels and other types of closed crossings when heating networks cross railways, highways, rivers and ravines.

2.6.5. When laying heating networks together with process pipelines (gas pipeline, fuel oil pipeline, air pipeline and others), the cost of designing heating networks is determined using a pricing coefficient of up to 1.1.

2.6.6. When more than two pipelines are laid together in heating networks, the cost of each subsequent pipeline is determined according to the prices in Table No. 9of this Handbookwith a coefficient of up to 0.25.

2.6.7. The cost of designing steam and condensate pipelines for heating networks is determined using a pricing coefficient of up to 1.15.

2.6.8. When designing a heating network passing through the territory
with a development coefficient from 0.3 to 0.5, to the base prices of table No. 9of this Handbooka coefficient of up to 1.2 is applied, taking into account complicating factors; with a building coefficient of more than 0.5 to 0.8 -
up to 1.4.

2.6.9. When crossing the designed heating network from 5 to 10 existing communications to the prices of table No. 9of this Handbooka coefficient of up to 1.1 is applied, taking into account complicating factors; if the number of intersections is more than 10, the coefficient is up to 1.15.

2.6.10. When designing on rough terrain with ravines, to the base prices of table No. 9of this HandbookA coefficient of up to 1.2 is applied, taking into account complicating factors.

2.6.11. When determining the base price for designing heating networks according to Table No. 9 of this Handbook, the following features must be taken into account:

the base price for ductless installation of a heating network with drainage is determined according to a table with a pricing coefficient of up to 1.2;

the base price for duct installation of a heating network is determined according to a table with a pricing coefficient of up to 1.5;

the base price of overhead laying on reinforced concrete prefabricated supports up to 1.5 m high is determined according to the table with a coefficient of up to 0.85, and on supports with a height of over 1.5 m - with a coefficient of up to 0.95;

when the depth of the heating network is more than 2 m, a pricing coefficient of up to 1.1 is applied.

2.6.12. When determining the basic design pricecontrol and maintenance units for electrified valvesAccording to table No. 12 of this Handbook, the following features must be taken into account:

the base prices in the table take into account the cost of designing the installation: sectional valves, transitions, drains with discharge pipelines, jumpers with valves and a control valve, a discharge well, vents, stuffing box compensators, branches with fittings, drainage of steam pipelines with the necessary fittings and steam traps;

The base price of the control unit is taken for a unit with two pipelines (one main). When combining several pipelines in one node, the cost is determined by the largest diameter of the pipelines using a pricing coefficient of up to 1.3;

when designing several repeating control units for electrified valves on a heating main of the same diameter, the cost of designing each subsequent unit is determined based on the complex price of the unit using a coefficient of up to 0.35.

2.6.13. When determining the basic design pricebattery installationsAccording to table No. 13 of this Handbook, the following features must be taken into account:

the base prices in the table take into account the cost of designing metal hot water storage tanks for above-ground installation, including connecting pipelines and pumps for charging and discharging the tanks;

the design cost is determined based on the total capacity of all installed tanks;

if it is necessary to use a sealant to prevent aeration in tanks, the cost of designing battery installations can be increased using a pricing factor of up to 1.2;

when performing work related to strengthening tanksV≥100m 3 from avalanche-like destruction, a pricing coefficient of up to 1.4 is introduced to the construction part;

2.6.14. When designingcentral heating point (Central heating station) with the installation of steam heaters, reducing devices and a condensate collection system, a pricing coefficient of up to 1.2 is applied.

Chapter 2.7. Boiler and diesel power plants

2.7.1. Boiler rooms (to table No. 15 of this Handbook )

2.7.1.1. This chapter provides prices for the design of autonomous and central boiler houses, fuel - gas (GZH, LVZH).

2.7.1.2. The distribution of the base price for the development of design and working documentation is carried out according to the ratio below and can be specified by agreement between the contractor and the customer:

project documentation - 50% of the base price;

working documentation - 50%

2.7.1.3. Basic prices of the boiler house complex do not include:

solid fuel warehouses (including parking for tracked vehicles);

liquid fuel facilities (GZh and LVZh);

hot water accumulator facilities;

chimneys;

heating pipelines, as well as steam and condensate pipelines transporting coolant to external consumers from the collector room or the wall of the boiler room (if the collector is located inside it or is absent).

2.7.1.4. Basic prices are determined based on the total calculated heating capacity of all installed boilers (steam and hot water) in Gcal/h. The steam output of steam boilers is recalculated from the ratio 1 t/h=0.56 Gcal/h.

2.7.1.5. When designing boiler houses operating on two or more types of main fuel, refer to the prices of table No. 15of this Handbooka pricing coefficient of up to 1.05 is applied.

2.7.1.6. When designing boiler houses operating on solid fuel, a pricing coefficient of up to 1.5 is applied.

2.7.1.7. When designing a combined boiler house (steam and hot water boilers) to the base price of table No. 15of this Handbooka pricing coefficient of up to 1.3 is applied.

2.7.1.8. The cost of designing an overpass for laying on-site pipelines for various purposes is determined additionally.

2.7.2. Diesel power plants

(to table No. 16 of this Handbook )

2.7.2.1. This chapter provides prices for the design of diesel power plants for the main power supply, backup and emergency purposes, constructed both at individual sites and in a complex of any structures.

2.7.2.2. The base prices of Table No. 16 of this Handbook take into account the cost of design: diesel power station building ( DES); general plan and intra-site networks.

2.7.2.3. The design of a diesel fuel warehouse is taken into account with a pricing coefficient of up to 1.2.

Chapter 2.8. Electricity supply facilities

2.8.1. Quarterly, interquarterly, street cable power networks

(to table No. 17 of this Handbook)

2.8.1.1. When determining the base price for designing objects according to table No. 17 of this Handbook, the following features must be taken into account:

when designing electrical cable lines passing throughterritories with a development coefficient from 0.3 to 0.5, a coefficient of up to 1.2 is applied to the basic design price, taking into account complicating factors; with a building factor from 0.5 to 0.8 up to 1.4;

when determining the cost of designing cable lines, the price calculation according to table No. 17 of this Handbook is carried out based on the total length of all cables;

the base price of crossings with electric cables under railways and roads is determined by the prices of paragraphs 10-11 of Table No. 5 of this Handbook;

The base prices of points 6-8 of Table No. 17 of this Handbook take into account the laying of one pipe. If it is necessary to lay several pipes in a block, a coefficient of up to 0.15 is applied to the cost of laying the first pipe for each subsequent pipe;

The base price for designing block sewerage for electrical cables according to paragraphs 6-8 of Table No. 17 of this Handbook does not take into account the cost of designing block sewer wells.

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I EXPLANATIONS FOR DETERMINING THE BASE PRICE OF DESIGN WORK FOR THE CONSTRUCTION OF HOUSING AND CIVIL PURPOSE FACILITIES.. 6

1. Question: How to determine the costs of designing individual heating points (including built-in ones) with a productivity of 0.8 - 1.5 Gcal/hour? 6

2. Question: Is the design base price taken into account? kindergarten cost of designing a laundry room, catering unit?. 7

5. Question: How to determine the cost of designing a ski slope, lifts and snowmaking facilities? 8

II STANDARDS FOR PREPARATION OF TECHNICAL DOCUMENTATION FOR CAPITAL REPAIRS OF BUILDINGS AND STRUCTURES FOR HOUSING AND CIVIL PURPOSE.. 8

1. Question: Does the Regulation on the composition of sections of project documentation and requirements for their content, approved by Decree of the Government of the Russian Federation dated February 16, 2008 No. 87 (Regulation), apply to the SBC “Standards for preparation technical documentation for major repairs of buildings and structures for housing and civil purposes”, approved by the Ministry of Regional Development of Russia by order No. 96 of March 12, 2012 (SBCP 81-2001-05)?. 8

2. Question: What does the work on preparing technical documentation for major repairs of facades of buildings and structures include? 8

3. Question: How to determine the cost of work on preparing technical documentation for major repairs of balconies? 8

4. Question: How to determine the cost of interior design for major renovations of buildings and structures? 9

6. Question: How to determine the cost of major repairs of boiler rooms? 9

III TERRITORIAL PLANNING AND TERRITORY PLANNING.. 10

1. Question: Are reduction factors (0.4 and 0.6) applied in price calculations in SBCP 81-2001-01 “Territorial planning and territory planning” ed. 2010?. 10

2. Question: What kind of work do territory planning and land surveying projects include? 10

IV COMMUNICATION OBJECTS.. 11

1. Question: How to determine the cost of designing security systems - television security and surveillance system (TSON)? 11

V WATER SUPPLY AND SEWERAGE FACILITIES.. 11

1. Question: Which of the Handbooks should be used as a guide when determining the cost of designing a sewer collector with a diameter of 1400 mm and a length of more than 5 km within the city? 11

2. Question: How to determine the cost of designing water deferrization structures? 12

3. Question: How to determine the cost of designing wastewater pumping stations with a capacity of 0.0065 thousand m 3 /hour? 12

4. Question: How to determine the cost of designing short-length drainage? 13

VI PUBLIC HIGHWAYS.. 13

1. Question: How to determine the cost of measures to protect existing utilities? 13

VII PUBLIC ENGINEERING NETWORKS AND STRUCTURES.. 14

1. Question: To which design objects do tables No. 48 and 49 of the GSN “Handbook of basic prices for design work in construction “Utility engineering networks and structures” (SBCP 81-2001-07) refer?” containing indicators of the recommended estimated relative cost of developing sections of the design and working documentation? 14

2. Question: Which energy supply facilities are included in the Directory of basic prices for design work in construction “Utility engineering networks and structures” ed. 2012 (SBCP 81-2001-07), are they classified as linear?. 14

3. Question: How to determine the costs of designing relay protection using integrated circuits? 15

4. Question: How to determine the cost of designing lightning protection cables for organizing high-quality communications as well as a fiber-optic communication line (FOCL)? 15

5. Question: How to determine the cost of designing architectural lighting for the facade of a building? 15

6. Question: How to determine the costs associated with the participation of a design organization on behalf of the customer in selecting a site (route) for construction? 15

7. Question: How to determine the cost of designing an overhead line (OL) with sections of 3 categories of complexity according to SBCP 81-2001-07 “Utility engineering networks and structures”? 16

8. Question: How to determine the cost of designing electrical networks and electrical calculations? 16

9. Question: Do the power transmission lines include branches to consumers (from the main line to the consumer) according to SBCP 81-2001-07? 16

10. Question: How to determine the cost of designing overhead power lines with a voltage of 0.4 kV and a length of up to 1 km or less? 16

11. Question: About the conditions for designing power electrical cables up to 35 kV and the composition of the prepared design documentation. 17

12. Question: How to determine the cost of designing water supply networks of the same diameter and purpose, but running along different routes? 17

VIII BURNED STRUCTURES AND STRUCTURES, WATER REDUCTION, ANTI-LANDSIDE STRUCTURES AND MEASURES, PILE FOUNDATIONS... 17

1. Question: In what cases is the coefficient for seismicity applied according to the Directory of basic prices for design work for construction “Buried structures and structures, water reduction, anti-landslide structures and measures, pile foundations” ed. 2004? 17

IX EXPLANATIONS FOR DETERMINING THE COST OF OTHER DESIGN OR DESIGN-RELATED WORK. 18

1. Question: How is the base price of design work calculated in the case when the indicator of the design object is greater than twice the maximum indicator? 18

2. Question: How to determine the costs of equipping a facility with additional equipment to ensure its uninterrupted power supply? 18

3. Question: How to determine the cost of drawing up operating instructions for a capital construction project? 18

5. Question: Does the Regulation on the composition of sections of project documentation and the requirements for their content, approved by Decree of the Government of the Russian Federation dated February 16, 2008 No. 87 (Regulation), apply to the SBC “Standards for the preparation of technical documentation for major repairs of buildings and structures of housing and civil appointment”, approved by the Ministry of Regional Development of Russia by order No. 96 of March 12, 2012 (SBCP 81-2001-05)?. 19

7. Question: When determining design costs from construction costs, an analogue object is used. The cost of an analogue object is determined taking into account the regional coefficient. When determining the cost of design, is it legal for a design organization to apply the regional coefficient on employee salaries if the cost from which the cost of design is taken already takes it into account? 20

8. Question: How to determine the amount of costs for designer supervision of construction? 20

9. Question: How to determine the cost of environmental impact assessment (EIA)? 21

10. Question: How to determine the cost of pre-design development? 21

11. Question: How to determine the cost of performing design work for the demolition or dismantling of objects and structures? 21

12. Question: What is included in section 12 “Other documentation” of the Regulations on the composition of sections of project documentation and requirements for their content, approved by Decree of the Government of the Russian Federation of February 16, 2008 No. 87? 22

13. Question: What is the basis for drawing up a consolidated estimate of the cost of construction? 22

14. Question: What reduction factors should be entered into the calculation formula when the volume of costs of construction and installation work in the total cost of construction is less than 60% (for example, 18% and 28%)? 23

Appendix 2. Letter of the Ministry of Regional Development of the Russian Federation 11/12/2013 21331-SD/10 on indices of changes in the estimated cost of construction and installation work, on indices of changes in the estimated cost of design and survey work, indices of changes in the estimated cost of other work and expenses, as well as indices for IV quarter of 2013 changes in the estimated cost of technological equipment. 26

1.1. The state estimate standard "Directory of basic prices for design work in construction "Utility engineering networks and structures" (hereinafter referred to as the Directory) is intended to determine the cost of developing design and working documentation for the construction of buildings, engineering structures and communications (water supply and sewerage networks, heat and power supply structures, linear engineering communication networks, external electric lighting).

1.2. When using this Directory, you should be guided by the Guidelines for the use of reference books of basic prices for design work in construction, approved by Order of the Ministry of Regional Development of the Russian Federation of December 29, 2009 N 620 "On approval of the Guidelines for the use of reference books of basic prices for design work in construction" (registered by the Ministry of Justice of the Russian Federation on March 23, 2010, registration N 16686, Bulletin of regulatory acts of federal executive authorities, 2010, N 16) (hereinafter referred to as the Guidelines).

1.5. The distribution of the base price for the development of design and working documentation can be determined in accordance with paragraph 1.4 of the Methodological Instructions, while Chapters 2.3, 2.4, 2.7 and 2.8 of this Handbook provide updated regulations for the specified ratio, taking into account the specifics of the design of utility networks and structures.

1.7.7. Design of special methods of construction work (water reduction for the construction period, chemical consolidation and freezing of soils, hydromechanization, sheet piling of pits and trenches, etc.);

1.10. When designing facilities in cities with a population of 500 thousand to 1 million people, a pricing coefficient of up to 1.1 can be applied to prices; with a population of more than 1 million people - coefficient up to 1.2; for the cities of Moscow and St. Petersburg - a coefficient of up to 1.3, and when designing utility networks and structures in areas of historical value (the historical part of the city), the price for design can be determined with a pricing coefficient of up to 1.4.

If it is necessary to develop engineering support schemes (indicated in the design assignment), their cost can be determined at the prices of this Directory using a reduction factor of up to 0.2 to the cost of developing design documentation for the facility, which includes all structures on the construction site, including length newly designed communications serving the construction area.

1.17. The recommended approximate relative cost of developing sections of design and working documentation for the construction of a complex of boiler houses and a central heating point (as a percentage of the base price) is given in Table No. 48 and No. 49 of this Handbook.

Collection of basic prices for the design of engineering networks. State estimate standard "directory of basic prices for design work in construction" utility networks and structures"

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Collection of basic prices for the design of engineering networks. State estimate standard "directory of basic prices for design work in construction" utility networks and structures"

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