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Methodology for determining the cost of engineering surveys. Guidelines for determining the cost of engineering surveys for construction

GOSSTROY OF RUSSIA

Production and Research Institute for Engineering Surveys in Construction

(second edition, enlarged)

The methodological recommendations were developed by the Production and Research Institute for Engineering Surveys in Construction of the Gosstroy of Russia (PNIIIS) with the participation of JSC "Institute Hydroproject" and SPC "Ingeodin" in accordance with the current procedure for pricing in engineering surveys.

The Methodological Recommendations (second edition, supplemented) set out the procedure for determining contractual and basic prices on the basis of documents used in practice on pricing in engineering surveys, as well as the features of preparing estimates and the procedure for indexing prices of new Handbooks and SCiR-82.

1. General Provisions

1.1. These Methodological Recommendations have been developed in accordance with the current legislative and regulatory acts of the Russian Federation, which establish for participants in investment activity in construction the procedure for setting contract prices and regulating contractual relations, as well as requirements for the organization and production of engineering surveys.

1.2. In accordance with the law of the RSFSR "On investment activity" dated June 26, 1991, No. 1448-1, as amended on June 19, 1995, the main legal document regulating production, economic and other relations of investment activity entities is an agreement (contract) between them .

The conclusion of agreements (contracts), the choice of partners, the definition of obligations, any other conditions of economic relations that do not contradict the legislation of the Russian Federation, is the exclusive competence of the subjects of investment activity. In the implementation of contractual relations between them, interference of state bodies and officials beyond the scope of their competence is not allowed.

1.3. These Guidelines are used as a guide in determining the cost of engineering surveys by enterprises (organizations) of various organizational and legal forms and departmental affiliation that perform engineering surveys for capital construction, as well as other participants in investment activities.

1.4. The contract price is determined on the basis of the base (basic) price, including the inflation index calculated for the period of the agreement (contract) in relation to the level of costs as of 01.01.91, with the addition of value added tax (VAT) and other taxes, if any. introduction by law.

1.5. The cost of survey products (works, services) - the contractual price is established in the agreement (contract) for the creation of survey products (works, services) by agreement of the parties.

1.6. The base price (cost) is determined by the estimated calculation in prices as of 01.01.91 according to the Handbooks base prices on the different kinds survey works of the Gosstroy of Russia, and for works that are not in the Directories, according to the Collection of Prices for Survey Works for Capital Construction, M, 1982, (STsir-82) with the inflation index applied to them, and in the absence of the necessary prices - by labor costs (form of RFP or costing).

Calculation procedure inflation index recommended by the letter of the Ministry of Construction of Russia dated December 17, 1992 No. BF-1060/9 and is established by the "Temporary recommendations for clarifying the base prices determined according to the Collection of prices for survey work for capital construction", in accordance with which inflation index calculated by the organization performing the survey.

1.7. The estimate calculation of the base price is compiled during the period of development of the estimate and contractual documentation by the executing organization in accordance with the survey program attached to the estimate calculation, compiled on the basis of the customer's technical assignment. The survey program provides a rationale for the main pricing factors: the composition and volume, conditions and timing of the planned work, as well as the categories of complexity of natural conditions and work conditions, the degree of exploration of the territory, etc.

If it is necessary to submit an executive estimate to the customer, if this is provided for by the terms of the agreement (contract), the estimate calculation is compiled upon completion of the survey on the basis of technical report according to the results of surveys in accordance with the composition and volumes of the actually performed work.

1.8. The estimate calculation is attached to the agreement (contract) as a justification for the contractual price for the creation of survey products (works, services) and is an integral part of it together with the terms of reference, work schedule (schedule) and survey program.

2. Procedure for determining the contract price

2.1. The contractual price for survey products (works, services) is established on the basis of the base price by agreement of the parties in the agreement (contract) for the creation of survey products (works, services). In this case, the value of the contract price can be taken equal to the value of the basic cost, or differ from it.

The contract price can be final or open (preliminary). Discovery price, as a rule, is set for large and complex survey objects carried out at sites with difficult natural conditions. The procedure for reviewing the open price is provided for in the agreement (contract).

2.2. The possibility of changing both the final and the open contract price should be provided for in the agreement (contract) for the creation of survey products (works, services). The circumstances under which a change in the contract price is possible and the conditions for changing it must be clearly stated.

Appendix 3

Clarifications on the application of Reference books of basic prices for survey work

General instructions of the Handbooks

Question. Why are the scope of work in a number of chapters of the Base Price Handbooks presented in an abbreviated form?

Answer. Reference books of basic prices for survey work are not regulatory documents that establish requirements for the scope of survey work, therefore, the Reference books contain only the main (most typical) operations of the technological process provided for by the current regulatory documents. Implementation work individual elements of this process, which are not specified in the scope of work or in the notes to the price table, but which are an integral part of it, are taken into account by the prices of the Handbooks and are not included in the estimate.

Question. What is meant by "forwarding conditions"? Payment of field (travel allowance) or some distance from the base of the survey organization to the object?

Answer. Any prospecting work, including cameral, is considered to be carried out in "expeditionary conditions", when the workers performing these works cannot return daily to their place of permanent residence, while they are paid "field allowance" or reimbursed for travel expenses.

Question. In accordance with the current legislation, JSC "Vostsibtransproekt" makes payments related to the provision of benefits to persons working in the southern regions of the Irkutsk region.

What coefficients can we apply to the total estimated cost of surveys during the temporary departure of parties (detachments) for work in the regions of the Far North, in areas equated to regions of the Far North and other areas?

Answer. In case of temporary departure (less than 1 year) of parties (detachments) for work in the regions of the Far North or areas equated to them, a coefficient (northern allowance) of 1.15 (established for the southern regions of the Irkutsk region) is applied to the total estimated cost of surveys. When performing surveys in other areas where the current legislation does not provide for payments related to the provision of benefits to persons working in the regions of the Far North and equivalent areas, the coefficient - 1.15 to the total estimated cost of surveys is not applied.

In the case of the creation of a permanent survey unit in the regions of the Far North or areas equivalent to them, after a year, to the total estimated cost of work performed in this region by the forces of the established unit, the appropriate coefficient is applied in accordance with paragraph 8 "e" of the Base Price Directory.

Question. At what rates should the cost of maintaining a survey base be determined when drawing up estimates according to the Directory of aggregated base prices for engineering and geodetic surveys for construction?

Answer. It is advisable to determine the cost of maintaining a survey base at the prices of Part VII "Basic prices for various works and services" of the Price Directory for engineering-geological and engineering-environmental surveys for construction, because the cost of these works is reduced to the level of costs as of 01.01.91. If necessary, the prices of part VII "Basic prices for works and services" of the specified Directory, as well as the Directory of basic prices for engineering and geodetic works can be used in the set for engineering and geodetic works. surveys during the construction and operation of buildings and structures (1999).

Question. How is the cost of maintaining the survey base calculated?

Answer. The costs of maintaining survey bases (Pu) are determined according to table 101 of the Price Guide for engineering-geological and engineering-environmental surveys for construction or according to table 410 of STsiR-82 as follows. The estimated cost of surveys at the site (Vu) is recalculated for the annual scope of survey work (Vr), in accordance with which the price for 1 month of maintenance of the survey base is determined (P table). The estimated cost of maintaining the survey base is determined taking into account the duration of the survey (Tu). The calculation is made according to the formulas:

Vr = Vu ´ (365: Tu)

Pu = P tab. ´ Tu

Question. How to take into account the condition of "urgent execution of work" when determining the cost of surveys?

Answer. Urgent execution of work at the survey site is provided for in the agreement (contract) and can be taken into account in the estimate by applying the coefficient "for urgency" to the total estimated cost, the value of which is the subject of the agreement and is established by agreement of the parties. As a rule, the value of this coefficient does not exceed 1.3.

Question. Is it legal to use, in addition to the inflation index developed by the Ministry of Construction of Russia, a correction factor of 2.72, adopted by the order of the administration of the Krasnodar Territory when determining the cost of engineering surveys?

Answer. The procedure for determining the base (basic) cost of engineering surveys for construction is established by the State Construction Committee of Russia by letters dated 12/17/92 No. BF-1060/9 dated 13.01.98 No. 9-1-1/6.

In accordance with this procedure, the determination of base prices for survey work in the prices of the current period is carried out according to the Reference books of base prices for survey work, approved and put into effect by the Gosstroy of Russia in 1996-1999. and STsR-82 in prices normalized to the price level as of 01.01.91, using the inflation index. The value of the inflation index takes into account the change in the cost of surveying from 01.01.91 to the billing period, including an increase in deductions for social insurance, change in the order of formation of the cost price, increase in travel, field and other expenses.

The basic estimated cost of surveys, calculated according to the Reference books of basic prices and according to STsIR-82 in accordance with the current pricing procedure, is not subject to adjustment.

The cost of survey products (works, services) - the contractual price, including the value of the inflation index, is established in the agreement (contract) for the creation of survey products by agreement of the parties. Any inflation index that suits the parties entering into the contract can be used in the contract price.

The application of a correction factor of 2.72 to the inflation index of the Gosstroy of Russia, established by the order of the administration of the Krasnodar Territory dated November 27, 1991 No. 597-r, is only valid for surveys for construction projects financed from the regional budget, i.e. for objects where the regional administration is a customer.

When concluding contracts for the production of engineering surveys, in accordance with the Law "On Investment Activities in the RSFSR" (as amended on June 19, 1995), determining the cost of performing work under the contract is the exclusive competence of the subjects of investment activity and state intervention in the implementation of contractual relations between them bodies and officials that go beyond their competence is not allowed.

Directory of aggregated basic prices for engineering and geodetic surveys for construction (1997)

Question. What approvals "related directly to the production of certain types of field survey work" (OS p. 6-D) are included in the prices of the Directory?

Answer. The prices of the Directory take into account the costs of coordinating with interested organizations and persons the time (period) of certain types of field geodetic work (laying theodolite and leveling passages in any territory, the possibility of installing reference marks on a building, etc.).

Question. How are the costs of the survey organization taken into account for the coordination and preparation of plans for underground utilities based on the materials of the organizations operating them?

Answer. If it is necessary to determine the cost of drawing up a plan for underground utilities based on ready-made materials (without performing a set of field work), one should use the unit prices of STsir-82.

Directory prices not taken into account and determined by actual costs costs associated with the coordination by operating organizations of the completeness ready plan underground communications.

Question. Does the work on creating engineering and topographic plans include work on leveling the communication itself and its examination without sketching (opening a manhole-well, determining incoming and outgoing pipes, leveling the bottom of the well, etc.)?

Answer. The costs of surveying underground utilities are provided for by the prices of Table. 9, note 1.

Question. How to determine, when tracing a linear structure, the cost of agreeing conditions, crossing ground and underground networks, as well as agreeing laid routes by interested organizations?

Answer. According to clause 6-d of the General Instructions of the Directory, survey work includes only those approvals that are directly related to the production of the survey itself. Coordination of design solutions (junction points of routes, conditions for crossing ground and underground networks, laying routes on topographic materials, establishing the most advantageous direction of the route and coordinating the "laid" routes with interested organizations, as well as agreeing for the legal registration of routes of linear structures) does not fall within the competence of surveyors.

If it is necessary for individual prospecting workers to coordinate routes in an amount exceeding the requirements normative documents for engineering surveys for the relevant types of construction, the costs of these additional approvals must be compensated to the surveyors at the expense of the cost of design work with the determination of the cost by the estimated calculation of labor costs (form of RFP, calculation).

Question. When drawing up engineering and topographic plans in digital form, what does K = 1.75 apply to: to the tabular cost of office work or to the prices of office work, taking into account the notes to table. 9?

Answer. When drawing up engineering and topographic plans in digital form, the cost of these works is determined by applying a coefficient of 1.75 to the cost of cameral work, taking into account the coefficients provided for in Notes 1 - 5 to Table. 9.

Question. Please provide clarifications on the application of coefficients to the cost of field and cameral work when using a pipe detector (Table 9 of the Handbook).

Answer. The coefficients to the base prices for the creation of engineering and topographic plans (Note 1, Table 9 of the Handbook) are used in determining the cost of both field and cameral survey work for surveying underground communications with the help of pipe detectors. This is due to additional costs for field and office work in accordance with the requirements of SNiP 11-02-96 "Engineering surveys for construction" and SP 11-104-97 "Engineering and geodetic surveys for construction" (section "Survey of underground utilities").

Question. Do the aggregated prices for surveying the routes of linear structures take into account the costs of:

Taxation of green spaces;

Depth measurements;

Collection of information on the inventory of buildings;

Description of underground and aboveground structures;

Drawing up plans for underground structures;

Drawing up plans for underground and above-ground structures on a ready-made topographic basis?

Answer. The prices of part II of the Handbook do not include the costs of the specified types of work.

The cost of these works is determined additionally according to the relevant tables of the Directory of Base Prices for Engineering and Geodetic Surveys during the Construction and Operation of Buildings and Structures or the Collection of Prices for Survey Works for Capital Construction (STsR-82), bringing the cost to the base price level as of 01.01.91 using the corresponding coefficients provided for by the "Additions" (Decree of the USSR Gosstroy dated 03/01/90) and directive letter of the USSR Gosstroy dated 12/25/90 No. 21-D.

Question. Do the aggregated prices for surveying the routes of linear structures take into account the costs of measuring the angles (directions) of triangulation of the 2nd category, creating and updating topographic plans?

Answer. Expenses for the specified types of work are not provided for by the prices of part II of the Handbook.

The cost of these works is determined, if necessary, additionally according to tables 8 and 9 of part 1 of the Handbook.

Question. The Institute draws up route plans at a scale of 1:2000 (1:1000) in accordance with the requirements of GOST R 21.1701-97, based on the results of surveys performed in electronic form (DSM), for use in a computer-aided design system (CREDO), is it possible to apply K = 1 ,75 provided for office work in Chapter 2, Table. 9, note 2?

Answer. When submitting, at the request of the customer, survey materials for the routes of linear structures in digital form, when calculating the cost of office work according to the relevant tables of Part II of the Handbook, K = 1.75 can be applied by analogy with the coefficient provided for office work in Part I (Chapter 2, Table 1). 9, note 2).

Question. What type of territory (“built-up” or “operating industrial enterprises”) should include interchange sections (2, 3-tier) of an operating highway of the 1st technical category when determining the cost of engineering and geodetic work according to Table. 9 Handbook?

Answer. According to the complexity of performing engineering and geodetic survey work in the specified conditions, the cost of these works should be determined according to the prices of Table. 9 for "operating industrial establishments".

Question. Please provide clarification on the application of tables 9 and 12 of the Handbook in relation to engineering and geodetic surveys of existing roads (survey strip of 200 m) and sites for the construction of road junctions?

Answer. Table prices. 12 of the Directory takes into account the cost of engineering and geodetic surveys for the construction of new and reconstruction of existing roads. Prices include areal surveys of individual small sections, intersections with existing roads, power lines, pipelines, etc.

Filming of the sites of the designed road junctions at the prices of Table. 12 are not taken into account and their cost is determined additionally according to Table. 9 (including notes) of the Handbook.

Question. What does the term "in the existing corridor" mean in note 2 of Table. 13 Handbook? Do you mean the "corridor" of existing pipelines or the "corridor" of sought and refined routes?

Answer. When performing surveys of the pipeline route passing in the technical corridor of the existing pipeline, topographic and geodetic surveys are reduced to updating existing topographic plans and necessary cases to additional shooting of the strip along the route. This is the reason for the introduction of a reduction factor of 0.6 (Note 2 to Table 13) when determining the cost of surveying routes in the existing corridor (according to SNiP 2.05.06-85*).

Question. Is it legal to use a coefficient of 0.6 in estimates if the pipeline route runs along an existing "corridor" in which there are no pipelines (road, Railway, VL, other communications)?

Answer. If there are topographic survey materials for the strip of the pipeline being designed, obtained during surveys of other linear structures (road, railway, overhead lines, etc.), a reduction factor should be introduced to the cost of surveying the pipeline route. At the same time, the quality of filming materials should be taken into account. Possibility of their use and other factors that determine the amount of necessary topographic and geodetic work.

Question. What is the maximum distance from the existing corridor to the pipeline being sought in parallel, at which the application of a factor of 0.6 is required (note 2, table. 13)?

Answer The maximum distance from the existing corridor to the pipeline being sought in parallel, at which it is necessary to apply a coefficient of 0.6 (Note 2, Table 13), cannot be normalized. In the absence of topographic and geodetic survey materials for the strip being sought, the introduction of a reduction factor is unlawful.

Reference book of basic prices for engineering-geological and engineering-environmental surveys for construction (1999)

Question. The customer excludes office processing of laboratory work, drawing up a technical report and drawing up a work program from the estimate calculation, because believes that these works are included, respectively, in the office processing of drilling operations. Is it so?

Answer. Prices for laboratory works(Part VI of the Handbook) takes into account the primary processing of the results of laboratory research, determined by the forces of laboratory workers.

The cost of office processing of laboratory studies (soils, waters, soils) in conjunction with geological information, analysis and determination of the calculated characteristics of soil properties, etc. determined according to the table. 89 part VII. At the same time, the cost of office data processing of both laboratory and drilling works does not include work on drawing up a survey program and a technical report, the cost of which is determined, respectively, according to tables 81 and 87 of Part VII of the Handbook.

Question. When approving the estimate for engineering and geological surveys for the construction of residential buildings, the customer introduces a reduction factor of 0.7 into the cost of drilling by the shock-rope method, because drilling was carried out without sampling. Is he right?

Answer. The prices for drilling operations in the Directory include the cost of obtaining geological information (maintenance of geological documentation and sampling, intended both for maintaining geological information and for laboratory research). Therefore, the application of a reduction factor of 0.7 to the prices for drilling operations with geological support is illegal. This coefficient is used only in cases where there is no need to obtain geological information: reaming the wellbore, drilling wells for the construction of bored piles, “leader” wells for driving piles, etc.

Question. When approving the estimate, the customer enters K = 0.85 into the cost of office processing of drilling operations, because believes that cameral work was carried out in a hospital, without payment of field allowances. Is he right?

Answer. Table prices. 82 of the Handbook provide for the performance of office processing of drilling materials in a hospital (clause 14 of the General Instructions of the Handbook).

When performing these works in the field (with the payment of travel or field allowances) to the prices of Table. 82 coefficient 1.15 is applied.

Introduction

Development of the “Methodology for determining the cost of works on environmental support of project and investment activities in the city of Moscow. MRR-3.2.43.02-07 (hereinafter referred to as the "Methodology") is due to the need to improve the methods for determining the cost of environmental support for project and investment activities, as well as the need to recalculate the value of base prices from the level of 1998 to the level as of 01.01.2000 .

This work was carried out by a temporary creative team (VTK), consisting of leading specialists of the State Unitary Enterprise "NIAC" of the Moscow Committee for Architecture, LLC "NIiPI of City Ecology" and ASK KPO "Zhiltransstroy".

The basis for the development of the 2nd edition of the "Methodology" is the Decree of the Government of Moscow dated November 14, 2006 N 900-PP.

When developing the "Methodology", the following normative and methodological literature was used:

Federal Law "On the sanitary and epidemiological welfare of the population", N 52-FZ of March 30, 1999 (as amended by Federal Law of December 30, 2001 N 196-FZ);

Federal Law of the Russian Federation "On Environmental Protection" N 7-FZ of 10.01.2002;

- "Urban Planning Code of the Russian Federation", 2004;

- "Instruction on the procedure for the development, coordination, approval and composition project documentation for the construction of enterprises, buildings and structures. SNiP 11-01-95 "(acts on the basis of the letter of the Gosstroy of Russia dated March 20, 2003 N SK-1692 / 3);

Manual to SNiP 11-01-95 for the development of project documentation "Environmental Protection", FSUE "Tsentrinvestproekt", 2000;

- “Collection of basic prices for design work for construction in the city of Moscow. MPP-3.2.06.06-06”;

- "Handbook of basic prices for engineering-geological and engineering-environmental surveys for construction" (approved by the State Committee of the Russian Federation for housing and construction policy - letter dated 06.22.1998 N 9-4 / 84);

- "Instructions for the development of the section of the project "Environmental Protection (design documentation for construction in Moscow)" Moscow State Non-Departmental Expertise. M., 1994;

- "Instruction on the procedure for the development and composition of the "Environmental Protection" section in the urban planning documentation of Moscow", (Moscow Government, Committee for Architecture and Urban Planning of Moscow, Research and Design Institute of the General Plan of Moscow, 1995) ;

- "Regulations on the unified procedure for pre-project and design preparation of construction in Moscow (2nd edition)" (approved by order of the Mayor of Moscow dated April 11, 2000 N 378-RM);

- "Regulations on the unified procedure for pre-project and design preparation for the construction of utilities, facilities and road transport facilities in Moscow" (approved by Decree of the Government of Moscow dated July 30, 2002 N 586-PP);

- “Methodology for determining the cost of work on surveying building sites occupied by green spaces, compiling dendroplans and transfer statements. MPP-3.2.35.02-06";

Catalog of marginal standards for the cost of a geological task unit of the PGO "Tsentrgeologiya" of the Ministry of Geology of the RSFSR (Ministry of Geology of the USSR), Moscow, 1987;

- "Regulations on the construction zoning of Moscow";

- "Regulations on landscape zoning of the city of Moscow";

- "Regulations on the functional zoning of the city of Moscow."

1. Basic provisions

1.1. The main goal of developing the "Methodology" is to create a methodological basis for determining the base prices for development: environmental justification for the possibility of construction (reconstruction) of facilities, the section "Environmental Protection (EP), hydrogeological, hydrological, hydrochemical, microclimatic and aerodynamic forecasting and performing acoustic calculations.

1.2. This "Method" was developed in accordance with the current legislative and regulatory acts of the Russian Federation, state standards that establish for participants in investment activities in construction the procedure for the formation of contract prices and regulation of contractual relations, as well as requirements for the development, composition and execution of project documentation.

1.3. The base price is determined based on the scope of work, the type of project documentation, as well as the design stages.

1.4. The scope of design work required for the implementation of environmental sections is determined in accordance with the requirements of the current regulatory documents, state standards, as well as coordinating organizations (Moscomexpertiza, Public administration Natural Resources in Moscow, the Center for State Sanitary and Epidemiological Surveillance in Moscow, the Department of Nature Management and Environmental Protection of the City of Moscow, etc.).

1.5. The costs of performing work on environmental support of design and investment activities in Moscow are not included in the cost of the main design work and are determined additionally in accordance with this Methodology.

1.6. The base price is determined differentially by type of work: development of the section "Environmental Protection", acoustic calculations, hydrogeological, hydrological, hydrochemical, microclimatic and aerodynamic forecasting. The need for such differentiation is due to different values ​​of correction factors and standards when calculating costs.

1.7. The “Methodology” has developed base prices for the following types of work:

Route reconnaissance surveys;

Geobotanical research;

Inspection of objects and inventory of sources of adverse technogenic impact;

Collection and processing of initial permits, environmental and project documentation, stock materials, results of engineering surveys;

Preparation of technical specifications;

Hydrogeological forecasting and modeling;

Forecast of changes in the chemical composition of ground and surface waters;

Forecast of changes in the hydrological regime of surface waters;

Forecast of changes in microclimatic conditions and aeration regime;

Creation of a computer geometric model of an object on a personal computer (PC);

Calculation of the degree of pollution of storm and waste water and development of measures for their purification;

Calculation of maximum allowable discharges (MPD);

Calculation of the mass of emissions and dispersion of pollutants (pollutants);

Calculation of maximum allowable emissions (MAE);

Calculations of noise and vibration from technological and engineering equipment, engineering facilities, industrial facilities, machine tools, units, mechanisms, etc.;

Calculation of volumes of solid household (TB) and industrial waste generation;

Analysis and interpretation of calculation results and graphic materials;

Development of recommendations and determination of measures that compensate or reduce negative impacts (development of recommendations and proposals to reduce the degree of impact or to protect against anthropogenic impact factors);

Technical design and release of project documentation (technical reports).

1.8. The following costs are not included in the base prices and are additionally paid by the customer:

Costs associated with obtaining certificates: climate, background air pollution, characteristics of traffic flows, etc.;

Costs associated with paying for the services of organizations - holders of stock materials (Moscow-Oka Basin Water Authority (MOBVU), State Unitary Enterprise "Mosgorgeotrest", State Institution "Moscow Center for Hydrometeorology and Environmental Monitoring with Regional Functions" (GU "Moscow TsGMS-R" ) and etc.);

The costs associated with paying for the services of third-party organizations necessary to perform additional design work and conduct field studies and measurements and observations (monitoring) that are not included in the cost of work on the development of environmental sections defined by this "Methodology".

The cost of additional works that are not included in the nomenclature of indicators of this "Methodology" is determined by actual costs (according to price lists, tariffs, invoices, etc.), as well as in accordance with the "Methodology for calculating the cost of design and other types of work (services) for on the basis of the labor costs of designers”, set out in Appendix 2 to the “Collection of basic prices for design work for construction in the city of Moscow. MRR-3.2.06.06-06".

1.9. The "Methodology" includes work related to field surveys of territories and individual objects, performed during the development of environmental sections and not included in engineering surveys.

1.10. Base prices for the development of environmental sections are determined as of 01/01/2000.

1.11. Base prices (P_b) are calculated on the basis of normalized labor costs in accordance with the “Methodology for calculating the cost of design and other types of work (services) based on the labor costs of designers”, set out in Appendix 2 to the “Collection of basic prices for design work for construction in the city of Moscow. MRR-3.2.06.06-06".

1.12. The cost of performing work at current prices is calculated on the basis of base prices according to the formula:

N C \u003d C x P K x K (1.1) is (t) b i \u003d 1 i lane where C is the cost of work at current prices; is(t) C - base price of works in the price level as of 01/01/2000; b n P K - the product of correction factors that take into account i=1 i complicating (simplifying) factors and design conditions. The product of all Kc coefficients, except for the coefficient that takes into account the reduction in design time, and the coefficient that takes into account the type of reconstruction of the existing facility, should not exceed 2.0; K - coefficient of conversion of the base cost of design work into the current price level. The value of K_per is accepted by the Interdepartmental Council for Pricing in Construction under the Government of Moscow.

For objects of the city order, when determining the cost of design work, the standard for the cost of design products of the city order N_g / z, approved by the Department economic policy and development of the city of Moscow.

1.13. If it is necessary to issue intermediate materials to the customer (if provided for by the terms of reference), a coefficient of 1.1 is applied to the cost of these works.

1.14. The base price does not include value added tax (VAT).

2. Base prices (rates) for design work on environmental support of project and investment activities

2.1. Base prices for field (reconnaissance) surveys

2.1.1. This section provides base prices for the following types of work:

Preliminary familiarization on the map with the survey area, selection of directions for routes;

Route observations (inspection of the survey site and the adjacent territory, collection of survey information, visual assessment of the relief, identification of sources and description of visual pollution factors, identification of problem areas);

Geobotanical research (description of vegetation cover by plots: horizontal and vertical structure, species composition, taxation characteristics, condition, density, projective cover, etc.);

Inspection of objects of adverse technogenic impact on the environment (visual inspection, identification and description of sources of technogenic impact, obtaining primary initial data);

Inspection of water bodies and adjacent territories (visual and metrological determination of hydrological parameters, determination of the degree of pollution of a water body, identification of sources of pollutant discharge, inspection and description of slopes, determination of the number of water samples required for analysis from a water body and a source of pollutant discharge, provision (organization ) approaches for taking water samples).

2.1.2. The base prices for field surveys include the costs of internal and external transport, maintaining field documentation.

2.1.3. When performing field surveys in an unfavorable period of the year, a coefficient of 1.3 is applied to the cost of work. The duration of the unfavorable period is 6.5 months (from October 20 to May 5). The coefficient is adopted in accordance with clause 8d of Table 2, . 3 "Handbook of basic prices for engineering-geological and engineering-environmental surveys for construction". The duration of the unfavorable period is determined on the basis of Appendix 2 to this Handbook.

2.1.4. Conducting field surveys of urban areas excludes the use of the rotational method in the performance of work. The base prices for field surveys do not take into account the costs of the rotational method of work.

2.1.5. When performing a full-scale survey of urban areas and conducting basic and additional studies related to the implementation of design work, the payment of travel or field allowances to employees is not provided.

2.1.6. Base prices are developed taking into account the categories of passability of the surveyed area.

Table 1

N Cross-country category Cross-country characteristic
Territory with established development undeveloped territory
1. I (good) - Without relief drops. - Road network well developed. - Approaches to water bodies have embankments and stairways to the water. - Without relief drops. - Road and path networks are well developed. - Water bodies have gentle, not overgrown banks and good approaches to water.
2. II (satisfactory) - Minor elevation changes. - A large number of green spaces (more than 50% per 1 ha). - The road network is partially (up to 50%) broken or poorly developed. - Approaches to water bodies are not formalized, there are no descents to the water. - Without relief drops. - Weakly forested areas (less than 50% of the territory). - Road and path networks are poorly developed. - Water bodies have gently sloping, poorly overgrown banks. - Approaches to water bodies are not formalized, there are no descents to the water.
3. III (bad) - - Undeveloped territory with rugged terrain. - Intensively developed network of ravines. - The territory is swampy and (or) heavily forested (more than 50% of the territory). - Approaches to water bodies are not marked, there are no descents to the water, the banks are overgrown and (or) have steep slopes.

2.1.8. Basic prices for field examinations are given in Table 2

table 2

N Name of works Meter Base price, rub.
1. Route observations during cross-country ability:
Good ha 530,3
2. Satisfactory ha 636,3
3. Bad ha 742,4
4. Geobotanical research with cross-country ability:
Good ha 1803,6
5. Satisfactory ha 2164,4
6. Bad ha 2525,1
7. Inspection of objects of adverse technogenic impact to determine the conditions and restrictions for design an object 4041,9
8. Inspection of water bodies during cross-country ability:
Good ha 2157,0
9. Satisfactory ha 2588,4
10. Bad ha 3019,8
11. Inspection of sources of pollutant discharge into water bodies during cross-country:
Good source 5489,6
12. Satisfactory source 6587,5
13. Bad source 7685,5

Notes:

1. For surveyed territories up to 1 ha, the base prices of points 1-6, 8-10 do not change;

2. Subject to the survey of the territory occupied by less than 50% of the area occupied by green spaces, a coefficient of 0.8 is applied to the base prices of points 4-6;

3. The cost of the work of paragraph 7 is determined in proportion to the number of types of technogenic impact (noise, pollutant emissions, electromagnetic radiation, etc.);

4. Subject to the determination of the metrological characteristics of water bodies using watercraft, a coefficient of 1.5 is applied to the base prices of paragraphs 8-10.

2.2. Collection and analysis of initial data

2.2.1. This section provides base prices for the collection and analysis of initial data for the development of the "Environmental Protection" section. The basic prices for the collection and analysis of initial data include the costs of performing the following types of work:

Ecological and urban planning analysis of the initial data;

Office processing of the results of field survey of the territory;

Collection and analysis of archival, project and reference materials.

2.2.2. Base prices for the collection and analysis of initial data for the development of the "Environmental Protection" section are shown in Table 3.

2.2.3. The cost of collecting and analyzing initial data for the development of specialized sections (calculations of noise and vibration, forecasting changes in hydrological and hydrochemical characteristics, the hydrogeological regime of the territory) is determined based on the base prices for the relevant items of the tables for these types of work.

Table 3

N Name of works Functional purpose of the territory Design stage
PZ P (RP)
Base price, rub.
1. Ecological and urban planning analysis of the initial data (initial permit documentation) residential 1328,2 885,7
2. public 2258,0 1505,3
3. production 2656,5 1770,9
4. natural 1992,4 1328,2
5. Collection and analysis of archival and reference materials (data), results of engineering surveys and field studies residential 1318,0 878,6
6. public 2240,5 1493,7
7. production 2635,9 1757,2
8. natural 1976,9 1317,9
9. Collection and analysis of design materials residential 1847,0 1420,8
10. public 3139,9 2415,3
11. production 3694,0 2841,6
12. natural 2770,5 2131,2

Notes:

1. Subject to the development of a section by one design organization at the stage P (RP) based on the PZ, a coefficient of 0.5 is applied to the base prices in the table.

2. In the case of a mixed purpose of the territory, for example, public and residential, the base price is determined by the cost of a more expensive item.

2.3. Preparation of terms of reference

2.3.1. The basic prices for the preparation of technical specifications include the costs of performing the following types of work:

Drawing up a schedule for the execution of work;

Determination of the list of work performed;

Determination of the need for additional field studies, engineering surveys (based on the results of analyzes of preliminary field studies, data from archival materials, initial permits, requirements of expert bodies, etc.);

Justification of the need to perform field measurements of monitoring and calculation studies;

Determining the need to build a hydrogeological model of the projected area;

Determination of the composition of the performers and the timing of the implementation of the main and additional works (surveys).

2.3.2. Base prices for the preparation of terms of reference are given in table 4.

Table 4

Note:

2.4. Input of initial graphic data into a personal computer. Creation of a computer geometric model of an object

2.4.1. The basic prices for creating a computer geometric model of an object include the costs of performing the following types of work:

Preparation of initial graphic materials for the formation of elements of the graphic underlying (scanning, scaling, coordinate system binding, etc.);

Formation of elements of the graphical basis of the model;

Formation of a system of sources of adverse technogenic impact.

2.4.2. Base prices for creating a computer geometric model of an object on a personal computer (PC) are shown in Table 5.

Table 5

Note:

The cost of work for an area of ​​more than 10 hectares is determined by summing up the base prices of the corresponding items in Table 5 (example: for an area of ​​24 hectares, the cost of work will be: item 2 + item 4 + item 4.

2.5. Development of the section "Environmental Protection"

2.5.1. This section provides base prices for the following types of work:

Characteristic state of the art territories;

Description of the project area;

Determination of sanitary-hygienic and environmental restrictions imposed by sources of adverse man-caused impact on the implementation of project intentions;

Forecast of changes in the state of the environment (calculations of the degree of pollution of air and water basins, storm and sewage flows, noise characteristics of transport routes, etc.);

Substantiation of project proposals for landscaping and landscaping, compensatory landscaping;

Development of measures for sanitary cleaning of the territory;

Technical design and release of project documentation.

2.5.1. Characteristics of the current state of the territory

2.5.1.1. Base prices for the characteristics of the current state of the territory are shown in Table 6.

2.5.1.2. Basic# prices take into account the following types of expenses:

Costs for describing the location and functional use of the territory;

Costs for describing the ecological and urban development situation of the projected area.

Table 6

Note:

In the case of a mixed purpose of the territory, the base price is determined by the more expensive item.

2.5.2. Description of the current state of the components of the environment

2.5.2.1. This section provides base prices for the following types of work:

Description of the current state of the vegetation cover;

Description of the current state of the soil cover;

Brief description of the climatic conditions of the region and the projected territory;

Characterization and analysis of background air pollution according to monitoring data.

2.5.2.2. Base prices for the description of the state of environmental components are given in Table 7.

Table 7

2.5.3. Definition of sanitary-hygienic and environmental restrictions

2.5.3.1. Base prices for determining sanitary, hygienic and environmental restrictions imposed by sources of unfavorable technogenic impact on the implementation of project intentions are shown in Table 8, based on the number of objects and types of impact considered.

2.5.3.2. Determination of sanitary-hygienic and environmental restrictions is carried out, if necessary, according to archival and reference data of enterprises - objects of influence.

2.5.3.3. The base prices for the determination of sanitary, hygienic and environmental restrictions and the development of proposals for the implementation of project intentions take into account the costs of the following scope of work:

Analysis of field surveys, the results of calculated parameters, stock and archival materials, as well as the current environmental documentation of the object (s) of adverse impact;

Determination of the boundaries of the regulatory sanitary protection zone (SPZ);

Definition of planning constraints and development of proposals for the implementation of design intentions.

Table 8

Note:

The object of study is taken as a measuring instrument.

2.5.4. Forecast of changes in environmental components

2.5.4.1. This section provides base prices for the development of the following subsections:

Characteristics of the object of the planned construction (reconstruction);

Protection and rational use of water resources;

Atmospheric air protection;

Acoustic mode of the object.

Characteristics of the projected construction object (reconstruction)

2.5.4.2. The characteristics of the object of the planned construction (reconstruction) includes the following types of work: a description of the architectural, construction, engineering and technological solutions, analysis of the compliance of design solutions with sanitary and urban planning standards.

2.5.4.3. Base prices for the characteristics of the projected construction (reconstruction) object, based on its functional purpose, are given in Table 9.

Table 9

N Functional purpose of the object Meter Base price (rub.)
1. Residential building (construction) 333,4
2. Public building (construction) 333,4
3. Communal building (construction) 501,6
4. Production building (construction) 669,8
Transport infrastructure
5. - linear km 223,2
6. - point building 669,8
7. Engineering support
- linear km 223,2
8. - point building 669,8
Natural and recreational
9. - without building elements ha 223,2
10. - with building elements ha 290.1

Notes:

1. If there are no production processes in the building (construction), a coefficient of 0.35 is applied to the base prices of paragraphs 4, 6, 8.

2. For the designed facilities with a length of up to 1 km, the base prices of points 5 and 7 do not change.

3. For the projected area up to 1 ha, the base prices of points 9 and 10 do not change.

Protection and rational use of water resources

2.5.4.4. Base prices for the development of the subsection "Protection and rational use of water resources" are given separately for the following types of work:

Calculation of the degree of pollution of domestic and industrial wastewater;

Calculation of the degree of pollution of surface runoff (storm sewerage).

2.5.4.5. Prices for the calculation of the degree of pollution of household and industrial wastewater are shown in table 10.

Table 10

Notes:

1. In the case of the use of water recycling systems, water treatment, treatment facilities wastewater to the basic prices of points 1 - 6, a coefficient of 1.35 is applied.

2. An object is taken as a measure.

2.5.4.6. Base prices for calculating the volume and degree of pollution of storm drains are shown in Table 11.

Table 11

Notes:

1. In the case of the use of storm water treatment plants, a coefficient of 1.3 is applied to the base price.

2. The number of pollution elements is taken as a meter.

Atmospheric air protection

2.5.4.7. Base prices for the development of the Air Protection subsection are given separately for the following types of work:

Characteristics of the projected sources of pollution;

Calculation of the mass of emissions of pollutants (pollutants);

Calculation of dispersion of pollutants (PS);

Characteristics of projected sources of pollution

2.5.4.8. Base prices for the characteristics of the projected sources of air pollution are given in Table 12.

Table 12

N Name of works Base price, rub.
1. 2226,6

Notes:

1. The cost of work is determined in proportion to the number of productions to the number of technological processes.

2. The source of pollution is taken as the meter.

Calculation of mass emissions of pollutants (pollutants)

2.5.4.9. Base prices for the calculation of the mass of pollutant emissions from stationary and mobile sources are given in Table 13.

Table 13

Notes:

1. An organized source is a point source having fixed coordinates and output parameters of the gas-air mixture (GVS).

2. Unorganized source - a source that does not have fixed DHW output parameters.

3. A section of a transport highway - a section with a uniform character of the movement of the traffic flow (intensity, speed, road slope, type of coverage).

4. The cost of works of items 1 and 2 is determined in proportion to the number of pollutant sources.

5. The cost of the work of paragraph 3 is determined in proportion to the number of calculated sections of the highway.

6. The quantity of calculated substances is taken as a meter.

2.5.4.10. The cost of work on the calculation of the dispersion of pollutants in the atmosphere, the development of measures to reduce pollutant emissions and the development of proposals for MPE is determined in Table 14 as a percentage of the sum of the cost of the work performed in Table 13.

2.5.4.11. As part of the work on the calculation of the dispersion of pollutants, the following types of work are taken into account:

Entering initial data into the program for calculating the dispersion of pollutants (setting the list of pollutants and parameters for calculating dispersion);

Setting the quantitative characteristics of pollutant emissions by sources;

Calculation and graphical interpretation of the calculation results (drawing up charts of calculated pollutant concentrations on a graphic basis);

Analysis of pollutant dispersion calculation results, development of proposals and recommendations.

Table 14

Acoustic mode of the object

2.5.4.12. This subsection provides basic prices for full-scale measurements and calculations of the acoustic regime of an object (territory, premises, sources).

2.5.4.13. This subsection provides base prices for the following types of work:

Carrying out full-scale acoustic measurements;

Determining the characteristics of noise and vibration sources;

Formation and input of initial data for processing on a PC;

Performing acoustic calculations and graphical interpretation of calculation results;

Analysis of calculation results, development of recommendations and development of measures to reduce the impact of noise (vibration).

traffic noise

2.5.4.14. The base prices for performing work on field measurements of the acoustic regime of the territory and calculations of traffic noise are given in Table 15.

Table 15

N Name of works Meter Base price, rub.
1. Field measurements of noise levels on the territory measurement 1189,5
2. highway section 556,0
3. Carrying out the calculation of traffic noise and graphical interpretation of the calculation results (development of a map-scheme of the acoustic regime): - in terms of object (building, structure) of the calculation model 1696,7
4. - on the facades of buildings and structures number of calculated facades 508,1
5. % 38

Notes:

1. When determining the cost of the work of paragraph 2, the number of sections of transport highways should be taken as the sum of sections of transport highways of automobile, water, aviation, rail (including tram) and monorail transport.

2. The cost of work in paragraph 5 is determined as a percentage of the cost of the work performed in paragraphs 1 - 4.

Process noise

2.5.4.15. Base prices for calculations of process noise and vibration include calculations of noise and vibration levels from process and engineering equipment, etc., which are sources of acoustic and vibration impact.

2.5.4.16. Base prices for performing noise and vibration calculations are given in Table 16. Provided that acoustic calculations are performed from objects that have several noise (vibration) sources in their composition, the cost of calculating process noise is determined as the sum of calculations from individual sources.

2.5.4.17. The base prices for performing noise and vibration calculations, given in Table 16, can be used in assessing the cost of work to determine the boundaries of the SPZ in terms of the noise factor in the scope of the development of the SPZ organization project.

Table 16

NN pp Name of works Meter Base price, rub.
1. Performing field measurements of noise and vibration one stop 2015,0
2. Obtaining acoustic characteristics of noise sources (calculation from measurement data or selection from catalogs and reference books) one source of noise 387,5
3. one calculation object 3100,0
4. one source of noise 620,0
5. Calculation of noise propagation in the territory, determination of the zone of acoustic discomfort in one azimuth direction one source of noise 387,5
6. Calculation indoors with noise sources one source of noise 1162,5
7. Calculation of noise penetrating into the protected room one source of noise 1162,5
8. Development of proposals for noise protection measures % of the price of paragraphs. 1 - 7 40,0
9. Definition of SPZ boundaries % of the price of items 1 - 7 25,0

Notes:

1. When calculating paragraph 4 on the basis of field measurements, the number is taken either equal to the total number of measurements in the premises, or equal to the number of calculated sources of exposure (openings, windows, gates, deflectors, etc.).

2.5.5. Improvement and gardening of the territory

2.5.5.1. The following types of work are taken into account in the base prices for the implementation of the Landscaping and landscaping section:

Selection of species and design of green spaces for landscaping and landscaping (including the design and species composition of noise-, dust-proof plantings; consideration of the environmental properties of rocks);

Substantiation of project proposals for improvement and gardening;

Calculation of the volume of compensatory measures;

2.5.5.2. Base prices for the implementation of the section "Improvement and landscaping of the territory" are given in table 17.

Table 17

Note:

Ha is used as a meter.

2.5.6. Calculation of volumes and procedure for waste management

2.5.6.1. The base prices for the implementation of the section "Sanitary cleaning of the territory" take into account the costs of calculating the volume of generation and accumulation of municipal solid waste (MSW), the required number of containers.

2.5.6.2. Base prices for the development of the section "Sanitary cleaning of the territory" are given in table 18.

Table 18

Notes:

1. The cost of the work of paragraph 1 is determined in proportion to the number of objects of various functional purposes, which are sources of waste generation.

2. The cost of the work of paragraph 2 is determined in proportion to the amount of industrial production waste.

3. If more than 10 types of waste are generated at the facility, a coefficient of 1.2 is applied to the base prices of points 3 and 4.

2.5.7.1. The cost of the work of this section includes the costs of determining measures to avoid the above-standard environmental impact of the facility being designed, and the development of recommendations for the subsequent stages of design preparation for construction (reconstruction).

2.5.7.2. The cost of work is determined according to table 19 as a percentage of the cost of the work performed in section 2.4. and subsections 2.5.1 - 2.5.6 of section 2.5.

Table 19

NN pp Name of works Design stage
PZ P
Base price, %
1. Conclusions and recommendations 0,57 0,97

2.5.8. Technical design and release of project documentation

2.5.8.1. The cost of the work of this section includes the costs of preparing and formatting the text of the project, text and graphic applications, printing, replication and binding.

2.5.8.2. The cost of work is determined according to table 20 as a percentage of the sum of the cost of the work performed in section 2.4 and subsections 2.5.1 - 2.5.7 of section 2.5.

Table 20

Notes:

1. The cost of the work of paragraph 2 is determined in proportion to the number of copies produced.

2. Subject to the release of sections of project documentation in separate volumes, a coefficient of 1.15 is applied to the cost of the work of paragraphs 1 and 2.

2.6. Forecast of changes in the hydrological characteristics of the territory

2.6.1. This section provides base prices for the following types of work:

Performing calculations and graphical interpretation of the results obtained;

Preparation and release of the report.

2.6.2. Base prices for certain types works on forecasting changes in the hydrogeological characteristics of the territory are given in Table 21.

Table 21

NN Name of works Meter Base price, rub.
1. water body 5650,7
2. Performing the calculation of hydrological characteristics: - reservoirs ha 8775,2
3. - watercourses water body 21937,9
4. ha 2402,4
5. Analysis of the obtained results of calculations of hydrological characteristics and development of measures target 1928,9
6. Preparation and release of the report % 2,96

Notes:

1. When performing work at the stage of the project (working draft), a coefficient of 0.5 is applied to the base prices of paragraphs 2 and 3.

2. The cost of the work of paragraph 3 is determined in proportion to the number of alignments.

3. The cost of work in paragraph 6 is determined as a percentage of the cost of the work performed in paragraphs 1 - 5 in proportion to the number of issued copies of the report.

2.7. Forecast of changes in the hydrochemical conditions of the territory

2.7.1. This section provides base prices for the following types of work:

Collection and analysis of initial data;

Performing calculations;

Analysis of calculation results and development of measures;

Preparation and release of the report.

2.7.2. Base prices for determining the hydrochemical conditions of the design area are given in Table 22.

Table 22

Notes:

1. The cost of the work of point 1 is determined taking into account the hydrographic network (tributaries).

2. The cost of the work of paragraph 2 is determined in proportion to the number of water bodies.

3. The cost of the work of paragraph 3 is determined in proportion to the number of alignments and sources of discharge.

4. When performing work at the stage of the project (working draft), a coefficient of 0.5 is applied to the base prices of paragraphs 2 and 3.

5. The cost of work in paragraph 4 is determined as a percentage of the cost of the work performed in paragraphs 1 - 3 in proportion to the number of issued copies of the report.

2.8. Forecast of changes in the hydrogeological regime of the territory

2.8.1. This section provides base prices for the following types of work:

Collection and preparation of information on hydrogeological parameters (collection of materials from surveys (research) of past years, their copying, compilation of tables and preliminary maps, sections, analysis, systematization of the collected materials, etc.);

Geofiltration schematization of hydrogeological conditions (determination of the regime and structure of the geofiltration flow groundwater, substantiation of boundary conditions and geofiltration flow parameters);

Choice of design scheme and design parameters, performance of forecast calculations;

Analysis of calculation results and development of measures;

Preparation and release of the report.

2.8.2. The base prices for the implementation of the forecast of the hydrogeological regime of the projected area are given in Table 23.

2.8.3. The base prices of Table 23 are intended to determine the cost of performing a hydrogeological forecast with and without taking into account the construction of a mathematical model for changing the hydrogeological conditions of the projected (investigated) territory.

Table 23

NN Name of works Meter Base price, rub.
1 2 3 4
1. Collection and preparation of information on the hydrogeological structure, existing and planned underground structures, existing and planned water supply, hydrodynamic parameters, etc.: 1 m 13,5
- for mining
2. - by numbers 10 digital values 7,4
3. - based on cartographic materials 1 card 7,75
4. Geofiltration schematization of hydrogeological conditions, choice of design scheme and design parameters settlement block 21,9
5. settlement block 54,7
6. Performing a Forecast Calculation settlement block 23,7
7. % 11,94
8. Preparation and release of the report % 1,12

Notes:

1. Calculation block - a unit of an area (a “computation grid” module) of the territory for which a hydrogeological forecast is performed.

2. When calculating the forecast, taking into account protective measures, the cost of the work of item 5 is determined in proportion to the number of considered options for protective measures.

2.9. Forecast of changes in microclimatic conditions and aeration regime

2.9.1. This section provides base prices for the following types of work:

Collection and preparation of information on background climatic parameters (collection of materials of meteorological observations and studies, their copying, generalization, tabulation, analysis, systematization of the collected materials, etc.);

Climatic schematization and typification of weather conditions (determination of the circulation regime of the atmosphere, weather structure, recurrence of dangerous and comfortable microclimatic conditions by seasons of the year and synoptic processes, substantiation of initial and boundary conditions for subsequent modeling);

Selection of design parameters and calculation options, performance of forecast calculations;

Analysis of calculation results and development of measures;

Preparation and release of the report.

2.9.2. The base prices for the implementation of the forecast of microclimatic conditions and the aeration regime of the projected area are given in Table 24.

2.9.3. The base prices of Table 24 are intended to determine the cost of performing a microclimatic forecast, taking into account the construction and use of a mathematical model for changing the microclimatic conditions of the projected (investigated) territory.

Table 24

NN Name of works Meter Base price, rub.
1 2 3 4
1. projected object 3139,91
2. Collection and preparation of information on the urban development situation and microclimatic features of the territory (taking into account the relief, vegetation, the nature of the supporting buildings, etc.). Choice of calculation options area of ​​the project development area S, ha 1641,9
3. Creation of a computer geometric model of an object up to 5 ha 3283,77
6-20 ha 4925,70
21-50 ha 8783,56
4. one calculation option for the area:
up to 5 ha 2277,31
6 - 20 ha 3415,98
21 - 50 ha 4554,63
5. Graphical interpretation and analysis of calculation results % 5,4
6. % 11,94
7. Report design % 1,98

Notes:

1. The cost of work under paragraph 5 is determined as a percentage of the cost of the work performed under paragraph 4.

2. The cost of work in paragraph 6 is determined as a percentage of the cost of the work performed in paragraphs 1-5.

3. The cost of work in paragraph 7 is determined as a percentage of the cost of the work performed in paragraphs 1-6 in proportion to the number of issued copies of the report.

4. If the area of ​​the territory is over 50 hectares, the cost of works is determined using the extrapolation method.

2.10. Study and forecast of changes in the hydrogeochemical regime of the territory

2.10.1. The forecast of changes in the hydrogeochemical regime of the territory is carried out on the basis of the forecast of changes in hydrogeological conditions, which is estimated according to Table 25.

2.10.2. This section provides base prices for the following types of work:

Collection, preparation and analysis of information on hydrogeochemical conditions (collection of materials from surveys (research) of past years, their copying, compilation of tables and preliminary maps, sections, systematization of the collected materials, etc.);

Schematization of hydrogeochemical conditions (determination of sources and mode of entry, distortion of pollutants in the aeration zone and aquifers, substantiation of the choice of boundary conditions, migration parameters of rocks and pollutants);

Choice of design scheme and design parameters, mathematical modeling of the existing hydrogeochemical regime of the object;

Performing predictive calculations of changes in the hydrogeochemical regime;

Analysis of calculation results and development of measures to prevent negative changes in hydrogeochemical conditions;

Preparation and release of the report.

2.10.3. The base prices for the forecast of the hydrogeochemical regime of the projected area are given in Table 25.

2.10.4. The base prices of Table 25 are intended to determine the cost of performing a hydrogeochemical forecast with and without taking into account the construction of a mathematical model for changing the hydrogeological conditions of the projected (investigated) territory.

Table 25

NN Name of works Meter Base price, rub.
Collection, preparation and analysis of information on hydrogeochemical conditions, existing and projected sources of groundwater pollution, results of experimental migration studies, geomigration parameters, etc.:
1. by the number of predicted components 1 component 3721,25
2. by numbers 10 digital values 826,8
3. Schematization of hydrogeochemical conditions, choice of design scheme and design parameters settlement block 11,0
4. Solution of the problem of identification of design parameters (solution of the "inverse" problem) settlement block 27,4
5. Performing a Forecast Calculation settlement block 11,9
6. Graphic interpretation and analysis of calculation results, development of measures and proposals % 11,94
7. Preparation and release of the report % 1,12

Notes:

1. The area of ​​forecasting changes in the hydrogeochemical regime coincides with the area of ​​forecasting the hydrogeological regime.

Predicted components - components of the chemical and microbiological composition of soils and groundwater according to sampling data in mine workings in the entire forecasting area.

Numerical indicators for hydrogeochemical calculations - the values ​​of the concentrations of predicted components in soils, surface, infiltration and groundwater, natural and man-made sources.

The calculation block of the hydrogeochemical model coincides with the calculation block of the hydrogeological model.

2. When calculating the forecast taking into account protective measures, the cost of the work of item 5 is determined in proportion to the number of considered options for protective measures.

3. The cost of work in paragraph 6 is determined as a percentage of the cost of the work performed in paragraphs 1 - 5.

4. The cost of work in paragraph 7 is determined as a percentage of the cost of the work performed in paragraphs 1 - 6 in proportion to the number of issued copies of the report.

2.11. Prediction of changes in the stress-strain state of soil massifs

2.11.1. This section provides base prices for the following types of work:

Collection, preparation and analysis of information on the engineering and geological conditions of the territory (collection of materials from surveys (research) of past years, their copying, compilation of tables and preliminary maps, sections, systematization of the collected materials, etc.);

Geotechnical schematization (distribution of engineering-geological elements, analysis of design loads, construction organization project, substantiation of boundary conditions, selection of deformation parameters of soils and building materials);

Choice of design scheme and design parameters, performance of geotechnical calculations;

Analysis of the results of calculations and development of measures to prevent negative changes in the stress-strain state of soil massifs;

Preparation and release of the report.

2.11.2. The base prices for the forecast of the stress-strain state of the soil mass in the projected area are given in Table 26.

2.11.3. The base prices of Table 26 are intended to determine the cost of performing the analysis of stresses and deformations in a soil massif in one-, two- and three-dimensional formulations.

Table 26

NN Name of works Meter Base price, rub.
1 2 3 4
1. for mining 1 m 13,5
2. by numbers 10 digital values 7,4
3. Geotechnical schematization of geological conditions and design solutions, selection of design scheme and design parameters settlement block 21,9
4. Calculation of stresses and strains in a one-dimensional setting (layer-by-layer summation method) settlement block 90,9
5. Assessment of the stability of man-made and natural slopes settlement block 24,8
6. Calculation of the stress-strain state of the "base-foundation-structure" system in the conditions of plane and axisymmetric problems by the finite element method settlement block 24,8
7. Calculation of the stress-strain state of the "base-foundation-structure" system under dynamic loads (harmonic, impulse, seismic) in the conditions of plane and axisymmetric problems by the finite element method settlement block 64,1
8. Calculation of the stress-strain state of the "base-foundation-structure" system in a three-dimensional problem using the finite element method settlement block 24,8
9. Graphical interpretation and analysis of calculation results, development of measures and proposals to prevent negative changes in the stress-strain state of soil massifs % 11,94
10. Preparation and release of the report % 1,12

Notes:

1. Geotechnical calculation is carried out for the site of the designed object and the zone of its influence on the adjacent territory, the dimensions of which are determined in accordance with MGSN 2.07-01 "Foundations, foundations and underground structures".

Numerical indicators for geotechnical calculations - hypsometric relief marks and geological layers, physical and mechanical parameters of engineering-geological elements, loads from existing and planned buildings and structures, groundwater level marks.

Calculation block - a unit of the area (module of the "computation grid"), for which a geotechnical calculation is performed.

2. When calculating the forecast taking into account protective measures, the cost of the work of items 4 - 8 is determined in proportion to the number of considered options for protective measures.

3. The cost of work in paragraph 9 is determined as a percentage of the cost of the work performed in paragraphs 1 - 8.

4. The cost of work in paragraph 10 is determined as a percentage of the cost of the work performed in paragraphs 1 - 9 in proportion to the number of issued copies of the report.

2.12. Assessment of geological hazards and risks

2.12.1. The assessment of geological hazards and risks in the projected area is carried out on the basis of an analysis of geological conditions, a forecast of changes in hydrogeological conditions, calculations of the stress-strain state, data state monitoring groundwater regime and hazardous geological processes, taking into account the parameters of the designed object.

2.12.2. This section provides base prices for the following types of work:

Collection, analysis and preparation of information on the engineering and geological conditions of the territory (collection of materials from surveys (research) of previous years, their copying, compilation of tables and preliminary maps, sections, systematization of the collected materials, etc.);

Engineering-geological schematization (distribution of engineering-geological elements, analysis of design loads, construction organization project, substantiation of boundary conditions, selection of deformation parameters of soils and building materials);

Selection of the design scheme and design parameters, assessment of geological hazards and risks;

Analysis of calculation results and development of measures;

Preparation and release of the report.

2.12.3. Assessment of geological hazards and risks in the projected area is carried out by methods of expert assessment, the method of assessing damages and losses (IGE RAS), the method of mapping the hazard of the impact of geological processes (IL RAS), methods of mathematical modeling of the stress-strain state of soil massifs.

2.12.4. The base prices for the assessment of geological hazards and risks in the projected area by the methods of expert assessment, the methods of the IL RAS and the IGE RAS are given in Table 27. The base prices for performing mathematical modeling of the stress-strain state of soil massifs are given in Table 26.

2.12.5. The base prices of Table 27 are intended to determine the cost of performing an assessment of geological hazards and risks in the regional and local setting at the pre-project stage.

Regional assessment of geological hazards and risks is carried out for districts, districts and quarters as part of planning projects and a development project.

Local assessment of geological hazards and risks is performed for individual buildings and structures.

2.12.6. At the design stage, a re-assessment of geological hazards and risks is carried out, taking into account design decisions for the facility and measures to prevent natural emergencies.

2.12.7. The cost of field surveys necessary to justify measures to reduce geological risks is determined according to the relevant collections of basic prices for engineering surveys.

2.12.8. Long-term data of state monitoring of the groundwater regime and hazardous geological processes in the territory of Moscow are acquired from the Regional Monitoring Center (FSUE "Geocenter-Moscow") at prices approved by the Ministry of Natural Resources of the Russian Federation.

Table 27

NN Name of works Meter Base price, rub.
Collection, preparation and analysis of information on the geological structure, existing and planned underground structures, existing and design loads, deformation parameters, etc.
1. for mining 1 m 13,5
2. by numbers 10 digital values 7,4
3. Engineering-geological schematization of geological conditions and design solutions, selection of design scheme and design parameters settlement block 21,9
4. Expert assessment of the possibility of activation of hazardous geological processes settlement block 10,3
5. Assessment of geological risks by damage and loss assessment method (IGE RAS method) settlement block 63,2
6. Assessment of geological risks based on the hazard map of the impact of geological processes (method of the IL RAS) settlement block 63,2
7. Development of recommendations for the prevention of natural emergencies settlement block 14,9
8. Graphic interpretation and analysis of calculation results, development of measures and proposals % 11,94
9. Preparation and release of the report % 1,12

Notes:

1. An assessment of geological hazards and risks is carried out for the site of the facility being designed and for the zone of its influence on the adjacent territory.

Numerical indicators for assessing geological hazards and risks - hypsometric marks of the relief and geological layers, physical and mechanical parameters of engineering-geological elements, loads from existing and planned buildings and structures, levels and chemical compositions groundwater.

Calculation block - a unit of the area (module "calculation grid"), for which the assessment of geological hazards and risks is performed.

2. When calculating the forecast taking into account protective measures, the cost of the work of item 4-7 is determined in proportion to the number of considered options for protective measures.

3. The cost of work in paragraph 8 is determined as a percentage of the amount of work performed in paragraphs 1 - 7.

4. The cost of work in paragraph 9 is determined as a percentage of the cost of the work performed in paragraphs 1 - 8 in proportion to the number of issued copies of the report.

2.13. Assessment of the impact of the planned activity on specially protected natural areas (in the case of placing an object in a protected natural area, or the presence of joint borders)

Table 28

NN Name of works Meter Base price, rub.
1 2 3 4
1. Inventory of natural and natural-anthropogenic objects within the specially protected natural area adjacent to the boundaries of the sites of the designed objects ha 2525,1
2. Assessment of the state of natural and natural-anthropogenic objects and (or) individual components of the natural environment component (object) 1696,7
3. Determination of permissible anthropogenic loads (for each factor of anthropogenic impact) influence factor 1537,8
4. Assessment of the impact of the designed facility on natural and natural-anthropogenic objects and (or) individual components of the natural environment, taking into account the permissible anthropogenic load Influence factor 2212,1
5. Assessment of changes in the habitat conditions of plants and animals, including those listed in the Red Book of the city of Moscow, as a result of the operation of the facility and calculation of damage from the possible loss of their habitats red book animal/plant 636,3
6. Determination of measures to reduce the negative impact on natural and natural-anthropogenic objects, components of the natural environment; to compensate for the anthropogenic load and ensure the conservation of biodiversity of a specially protected natural area % 11,94

Application


under the section "Environmental Protection" as part of the development project
(in the development there is a water body - a pond with an area of ​​up to 1 ha)

in 2000 base prices

NN p.p. Name of works unit of measurement Quantity base price Odds Total Tables, paragraphs, notes
1. ha 25 530,30 1 13 257,50 Tab. 2, p. 1, approx. one
2. ha 25 1 803,60 1 1,0 45 090,00 Tab. 2, p. 4, approx. 12
3. Inspection of water bodies with passability: good ha 2 157,00 2 157,00 Tab. 2, p. 8, approx. one
4. 1 328,20 1 328,20 Tab. 3, p. 1, approx. one
5. Collection and analysis of archival and reference materials. Funkts. purpose of the territory: residential 1318,00 1 318,00 Tab. 3, p. 5, approx. one
6. Collection and analysis of design materials. Funkts. purpose of the territory: residential 1 847,00 1 747,00 Tab. 3, p. 9, approx. one
7. Preparation of technical specifications. Funkts. purpose of the territory: residential 597,70 597,70 Tab. 4, item 1
8. ha 25 12 040,60 12 040,60 Tab. 5, item 2
9. 1 763,70 1 763,70 Tab. 6, item 1
10. 2212,10 2 212,10 Tab. 7, item 1
11. 578,60 578,60 Tab. 7, item 2
12. 578,60 578,60 Tab. 7, item 3
13. Characteristics of the projected construction object. Funkts. purpose of the object: residential building 27 333,40 9 001,80 Tab. 9, item 1
14. Characteristics of the projected construction object. Funkts. purpose of the object: public building 6 333,40 2 000,40 Tab. 9, item 2
15. Characteristics of the projected construction object. Funkts. purpose of the object: transport infrastructure - point building 16 669,80 10 716,80 Tab. 9, item 6
16. Characteristics of the projected construction object. Funkts. purpose of the object: engineering support - point building 2 669,80 1 339,60 Tab. 9, p. 8
17. Calculation of the degree of pollution of household and industrial wastewater. Funkts. purpose of the object: residential an object 1 1 256,50 1 1 256,50 Tab. 10, p. 1, approx. 12
18. Calculation of the degree of pollution of household and industrial wastewater. Funkts. purpose of the object: public an object 6 2 261,70 1 13 570,20 Tab. 10, p. 2, approx. 12
19. number of el. polluted 2 1871,10 1 3 742,20 Tab. 11, p. 1, approx. 12
20. Characteristics of projected sources of pollution source 98 2 226,60 1 218 206,80 Tab. 12, approx. 12
21. count substances 4 487,40 18 35 092,80
22. count substances 4 609,30 80 194 976,00
23. Calculation of dispersion of pollutants % 30 230068,80 69 020,64
24. Calculation of noise characteristics of transport routes highway section 9 556,00 5 004,00 Tab. 15, p. 2, approx. one
25. Carrying out the calculation of traffic noise and graphical interpretation of the calculation results (development of a map-scheme of the acoustic regime). In terms of analysis model object 2 1696,70 3 393,40 Tab. 15, p. 3
26. Carrying out the calculation of traffic noise and graphical interpretation of the calculation results (development of a map-scheme of the acoustic regime). On the facades of buildings and structures count facades 16 508,10 8 129,60 Tab. 15, p. 4
27. Analysis of the results of field measurements and calculations, development of recommendations and development of measures % 38 16527,00 6 280,26 Tab. 15, p. 5, approx. 2
28. source 64 387,5 24 800,00 Tab. 16, paragraph 2
29. Calculation of noise penetrating into the environment source 64 620 39 680,00 Tab. 16, p. 4, approx. one
30. noise source 64 387,5 24 800,00 Tab. 16, paragraph 5
31. Development of events % 30 89280,00 26 784,00 Tab. 16, p. 8
32. Development of proposals and recommendations for the improvement and landscaping of the territory. Funkts. purpose of the territory: residential ha 25 396,80 9 920,00 Tab. 17, p. 1, approx.
33. count objects 10 533,30 5 333,00 Tab. 18, p. 1, approx. one
34. count waste 3 592,90 1 778,70 Tab. 18, p. 2, approx. 2
35. Conclusions and recommendations % 0,97 734 212,40 7 121,86 Tab. 19; approx. clause 2.5.7.2 of the Methodology
36. Technical design % 1,11 741 334,26 1,15 9 463,13
37. % 2,57 741 334,26 1,15 5 109 550,67 Tab. 20, p. 2, approx. 1, 2, paragraph 2.5.8.2 Methods
38. Collection and analysis of initial data (stock and design materials, results of engineering surveys) water body 1 5650,7 5 650,70 Tab. 21, p. 1
39. Performing the calculation of hydrological characteristics: - reservoirs ha 1 8775,2 8 775,20 Tab. 21, p. 2
40. Graphical interpretation of the obtained calculation results ha 1 2402,4 2 402,40 Tab. 21, p. 4
41. Preparation and release of the report % 2,96 16828,30 5 2 490,59 Tab. 21, p. 6, approx. four
42. Collection and analysis of initial data (stock and design materials, results of engineering surveys) water body 1 8910,3 8 910,30 Tab. 22, p. 1, approx. one
43. Calculation and regulation of maximum permissible discharges (MPD) of pollutants into a water body wastewater outlet 1 7167,1 1 0,5 3 583,55 Tab. 22, p. 2, approx. 2, 4
44. Analysis of calculation results and development of measures water body 1 6677 1 0,5 3 338,50 Tab. 22, p. 3, approx. 3, 4
45. Preparation and release of the report % 3,12 15832,35 5 2 469,85 Tab. 22, p. 4, approx. 5
46. Collection and preparation of information on the hydrogeological structure, etc.: - on mine workings 1 m 1905 13,50 25 717,50 Tab. 23, paragraph 1
47. Collection and preparation of information on the hydrogeological structure, etc.: - according to digital indicators 10 digital values 3000 7,40 2 220,00 Tab. 23, paragraph 2
48. block 625 21,90 13 687,50 Tab. 23, p. 4
49. % 11,94 41625,00 4 970,03 Tab. 23, p. 7, approx. four
50. Preparation and release of the report % 1,12 46595,03 5 2 609,32 Tab. 23, p. 8, approx. 5
51. 1 012 668,89
52. 2,419 2 449 646,05
53. Total 2 449 646,05
54. VAT % 18 440 936,29
55. Total 2 890 582,34

Calculation of the cost of work

Sections "Environmental protection", "Acoustic calculation", "Forecast of changes in the microclimate and conditions of aeration of the territory of the projected construction"
as part of the project for the construction of a multifunctional high-rise residential complex

in 2000 base prices

NN p.p. Name of works unit of measurement Quantity base price Odds Total Tables, paragraphs, notes
1. Route observations during cross-country ability: good ha 2,52 530,30 1,3 1 737,26 Tab. 2, p. 1, approx. 1, clause 2.1.3 of the Methodology
2. Geobotanical surveys with cross-country ability: good ha 2,52 1 803,60 1,3 1,0 5 908,59 Tab. 2, p. 4, approx. 1, 2, paragraph 2.1.3 of the Methodology
3. Ecological and town-planning analysis of initial data. Funkts. purpose of the territory: residential 885,70 0,5 442.85 Tab. 3, p. 1, approx. one
4. Collection and analysis of archival and reference materials. Funkts. purpose of the territory: residential 878,60 0,5 439,3 Tab. 3, p. 5, approx. one
5. Collection and analysis of design materials. Funkts. purpose of the territory: residential 1 420,80 0,5 710,4 Tab. 3, p. 9, approx. one
6. Preparation of technical specifications. Funkts. purpose of the territory: residential 451,90 451,90 Tab. 4, item 1
7. Creation of a computer geometric model ha 2,52 2 189,20 2 189,20 Tab. 5, item 2
8. Characteristics of the current state of the territory. Funkts. purpose of the territory: residential 881,90 881,90 Tab. 6, item 1
9. Description of the current state of vegetation and soil cover 2 212,10 2212,10 Tab. 7, item 1
10. Characteristics of climatic conditions 578,60 578,60 Tab. 7, item 2
11. Characteristics of background pollution of environmental components 578,60 578,60 Tab. 7, item 3
12. Characteristics of the projected construction object. Funkts. purpose of the object: residential building 1 333,4 3.33,4 Tab. 9, item 1
13. Characteristics of the projected construction object. Funkts. purpose of the object: transport infrastructure - point building 1 669,80 669,80 Tab. 9, item 6
14. Characteristics of the projected construction object. Funkts. purpose of the object: engineering support - point building 1 669,80 669,80 Tab. 9, p. 8
15. Calculation of the degree of pollution of household and industrial wastewater. Funkts. purpose of the object: residential an object 1 1 256,50 1 1 256,50 Tab. 10, p. 1, approx. 12
16. Calculation of the degree of pollution of household and industrial wastewater. Funkts. purpose of the object: public an object 3 2 261,70 1 6 785,10 Tab. 10, item 2; approx. 12
17. Performing Stormwater Analysis count email polluted 2 1 871,10 1 3 742,20 Tab. 11, p. 1, approx. 12
18. Characteristics of projected sources of pollution source 26 2 226,60 1 57 891,60 Tab. 12, approx. 12
19. Calculation of the mass of pollutant emissions from stationary sources: - organized count substances 4 487,40 18 35 092,80 Tab. 13, p. 1, approx. 1, 4, 6
20. Calculation of the mass of pollutant emissions from stationary sources: - organized count substances 1 487,40 1 487,40 Tab. 13, p. 1, approx. 1, 4, 6
21. Calculation of the mass of pollutant emissions from stationary sources: - unorganized count substances 4 609,30 7 17 060,40 Tab. 13, p. 2, approx. 2, 4, 6
22. Calculation of dispersion of pollutants % 30 52640,60 15 792,18 Tab. 14, item 1; approx. clause 2.5.4.10 of the Methodology
23. Calculation of noise characteristics of transport routes highway section 3 556,00 1 668,00 Tab. 15, p. 2, approx. one
24. Carrying out the calculation of traffic noise and graphical interpretation of the calculation results (development of a map - scheme of the acoustic regime). In terms of analysis model object 1 1696,70 1 696,70 Tab. 15, p. 3
25. Carrying out the calculation of traffic noise and graphical interpretation of the calculation results (development of a map - scheme of the acoustic regime). On the facades of buildings and structures count facades 4 508,10 2 032,40 Tab. 15, p. 4
26. Analysis of the results of field measurements and calculations, development of recommendations and development of measures % 38 5397,10 2 050,90 Tab. 1.5, p. 5, approx. 2
27. Obtaining the acoustic characteristics of noise sources (calculation from measurement data or from catalogs and reference books) source 95 387,5 36 812,50 Tab. 16, paragraph 2
28. Calculation of acoustic characteristics of materials and structures calculation object 1 3100 3 100,00 Tab. 16, p. 3
29. Calculation of noise penetrating into the environment source 20 620 12 400,00 Tab. 16, p. 4, approx. one
30. Calculation of the distribution of noise and vibration in the territory noise source 95 387,5 36 812,50 Tab. 16, paragraph 5
31. Calculation of noise and vibration penetrating into protected premises room 5 1162,5 11 625,00 Tab. 16, p. 6
32. Development of events % 30 100750,00 30 225,00 Tab. 16, paragraph 7
33. Development of proposals and recommendations for the improvement and landscaping of the territory. Funkts. purpose of the territory: residential ha 2,52 396,80 999,94 Tab. 17, p. 1, approx.
34. Calculation of volumes of MSW generation count objects 8 533,30 4 266,40 Tab. 18, p. 1, approx. one
35. Calculation of volumes of industrial waste generation count waste 15 592,90 8 893,50 Tab. 18, p. 2, approx. 2
36. Conclusions and recommendations % 0,97 300 906,31 2 918,79 Tab. 19, paragraph 2.5.7.2 of the Methodology
37. Technical design % 1,11 303 825,11 1,15 3 878,33 Tab. 20, p. 1, approx. 2, paragraph 2.5.8.2 Methods
38. Release of project documentation % 2,57 303 825,11 1,15 5 44 897,75 Tab. 20, p. 2, approx. 1, 2, paragraph 2.5.8.2. Techniques
39. Collection and preparation of information on the hydrogeological structure, etc.: - on mine workings 1 m 1043 13,50 14 080,50 Tab. 23, paragraph 1
40. Collection and preparation of information on the hydrogeological structure, etc.: - according to digital indicators 10 digital values 521 7,40 385,54 Tab. 23, paragraph 2
41. Geofiltration schematization of hydrogeological conditions, choice of calculation scheme block 50 21,90 1 095,00 Tab. 23, p. 4
42. Graph. interpretation and analysis of calculation results, development of measures and proposals % 11,94 15561,04 1 857,99 Tab. 23, p. 7, approx. four
43. Preparation and release of the report % 1,12 17419,03 5 975,47 Tab. 23, p. 8, approx. 5
44. Collection and preparation of information on background climatic characteristics and hydrometeorological regime of the territory for the development of project proposals an object 1 3139,91 3 139,91 Tab. 24, paragraph 1
45. Collection and preparation of information about the urban situation and microclimatic features of the territory. Choice of calculation options ha 2,52 1641,9 4 137,59 Tab. 24, p. 2
46. Creation of a computer geometric model ha 10,3 4925,7 4 925,7 Tab. 24, p. 3
47. Performing predictive calculations by the method of mathematical modeling ha 10,3 3415,98 9 30 743,82 Tab. 24, p. 4
48. Graph. interpretation and analysis of calculation results % 5,4 30743,82 1 660,17 Tab. 24, p. 5, approx. one
49. Development of recommendations and a comprehensive scheme of climate and wind protection measures % 11,94 44607,19 5 326,1 Tab. 24, p. 6, approx. 2
50. Preparation and release of the report % 1.98 49933,3 5 4 943,4 Tab. 24, p. 7, approx. 3
51. Total in basic prices of the Central Bank (2000) 433 460,35
52. Total, taking into account the coefficient. infl. Kper 2,419 1 048 540,5
53. Total 1 048 540,5
54. VAT % 18 188 737,3
55. Total 1 237 277,8

Methodology for determining the cost of works on environmental support of project and investment activities in the city of Moscow MRR-3.2.43.02-07 (approved and put into effect by order of the Moscow City Committee for state expertise projects and pricing in construction dated September 28, 2007 N 15)

"Methodology for determining the cost of works on environmental support of project and investment activities in the city of Moscow MRR-3.2.43.02-07" was developed by specialists of the State Unitary Enterprise "NIAC" of the Moscow Committee for Architecture (Dronova I.L., Kurman B.A.), ASK KPO "Zhiltransstroy" ( Siner V.V.). LLC "NIiPI City Ecology" (Savin D.S.)

The “Methodology” was approved and put into effect by the order of the Moscow City Committee for State Expertise of Projects and Pricing in Construction dated September 28, 2007 N 15.

Before sending an electronic application to the Ministry of Construction of Russia, please read the rules of operation of this interactive service set out below.

1. Electronic applications in the field of competence of the Ministry of Construction of Russia filled in in accordance with the attached form are accepted for consideration.

2. An electronic appeal may contain a statement, complaint, proposal or request.

3. Electronic appeals sent through the official Internet portal of the Ministry of Construction of Russia are submitted for consideration to the department for working with citizens' appeals. The Ministry provides an objective, comprehensive and timely consideration of applications. Consideration of electronic appeals is free of charge.

4. In accordance with the Federal Law of May 2, 2006 N 59-FZ "On the procedure for considering applications from citizens of the Russian Federation", electronic applications are registered within three days and sent, depending on the content, to the structural divisions of the Ministry. The appeal is considered within 30 days from the date of registration. An electronic appeal containing issues, the solution of which is not within the competence of the Ministry of Construction of Russia, is sent within seven days from the date of registration to the appropriate body or the appropriate official, whose competence includes resolving the issues raised in the appeal, with notification of this to the citizen who sent the appeal.

5. An electronic appeal is not considered when:
- the absence of the name and surname of the applicant;
- indication of an incomplete or inaccurate postal address;
- the presence of obscene or offensive expressions in the text;
- the presence in the text of a threat to the life, health and property of an official, as well as members of his family;
- using a non-Cyrillic keyboard layout or only capital letters when typing;
- the absence of punctuation marks in the text, the presence of incomprehensible abbreviations;
- the presence in the text of a question to which the applicant has already received a written answer on the merits in connection with previously sent appeals.

6. The response to the applicant of the appeal is sent to the postal address specified when filling out the form.

7. When considering an appeal, it is not allowed to disclose the information contained in the appeal, as well as information relating to the private life of a citizen, without his consent. Information about the personal data of applicants is stored and processed in compliance with the requirements of Russian legislation on personal data.

8. Appeals received through the site are summarized and submitted to the leadership of the Ministry for information. The answers to the most frequently asked questions are periodically published in the sections "for residents" and "for specialists"

Practicing in the field of estimating the cost of design and survey work for about 7 years, I made a huge number of conclusions regarding the complexity and imperfection of the pricing system in this area of ​​activity, I would add, the intellectual and expensive area of ​​​​commercial activity of design and survey bureaus.

To begin with, the assessment of the cost of design and survey work (hereinafter referred to as ) is carried out at a time when there is no project yet, and perhaps there is not even a sketch of the future building, structure, linear object, etc. More recently, I came across an “album” (a sketch of the future sports complex), which reported the area, volume, the presence of built-in facilities of the facility, the presence of nearby infrastructure, and, well, 3 pictures of the desired FOC - it was necessary to determine the cost of design.

Experience suggested that it was necessary, at least, to understand the composition of the projected volumes. To date, the document defining the composition and content of project documentation , is . But this resolution contains only the composition of the volumes of the project, as well as the composition of the content of engineering surveys, which in percentage terms can be about 20-25% of the cost of the main design work, the composition and content for the design of external engineering networks: water supply, sewerage, electricity supply, gas supply, etc.…

I will not exaggerate, there are answers to these questions (if you ask yourself), it is worse if we simply miss these volumes.

So, in order to determine the composition and content of engineering surveys, it is enough to refer to the Methodological Manual for Determining the Cost of Engineering Surveys for the Construction of Gosstroy of Russia: FSUE PNIIIS Gosstroy of Russia, 2004, which also sets out the composition of the necessary surveys - geology, geodesy, ecology, as well as a list of documents that determine the composition of these surveys, what samples and in what quantity should be taken at the site under study.

It remains to deal with the design of external engineering networks - the answer is the TERMS OF REFERENCE (hereinafter referred to as the TOR), in which the customer (sometimes the designer himself) formulated the requirements and the list of gas, water, electricity networks, etc. necessary for commissioning, and also the necessary technical conditions for connecting to these networks (determine the distances to the nearest input points or generating facilities).

Stage 1 - initial data, completed!

The 2nd stage, to be honest, is no less difficult - determining the cost of R&D!

There are 3 possible methods for calculating the cost of design work and 2 possible methods for calculating the cost of engineering surveys.

Methods for estimating the cost of design work.

Calculation according to the natural indicators of the object (NPO)

The 1st calculation method is based on the natural indicators of the object (hereinafter referred to as the NPO) - area, volume, length of linear objects, productivity for generating objects, etc., which in the collections of basic prices correspond to some indicators of the basic price. At the moment, this is the most convenient and reliable method for determining the price of design work. About 250 collections of basic prices for most types of work have been developed. CBCs are used for the federal budget and municipal budgets of the constituent entities of the Russian Federation. For the Moscow region and the Moscow city budget, the State Unitary Enterprise Research and Development Center "Moskomarchitectura" developed the Moscow Regional Recommendations, abbreviated MRR, which without fail are used when calculating estimates for design and survey work with financing from the Moscow City Budget. For more information about this calculation method, see Guidelines by definition, IRDS approved by .

Calculation of PIR based on the cost of construction (CCC)

The 2nd and less convenient calculation method is the calculation of the cost of R&D as a percentage of the cost of construction and installation work, which is not always convenient due to the lack of estimates before design, and it is also not always possible to find an analogue object. There are a number of directories of analogous objects and methods for an aggregated determination of the cost of construction, for example: construction price standards (NCS) are included in the Federal Register estimated standards; regional construction guide RCC-2014, feasibility study estimate - developed by Mosstroytseny OJSC, etc.

Having determined the cost of construction by any and possible methods, as a percentage of the cost of construction and installation works , reported in the Handbooks and collections of basic prices, we determine the cost of design and survey work. Again, in more detail in MU 2010 approved by order of the Ministry regional development dated December 29, 2009 No. 620.

Calculation of the cost of design and survey work by labor costs

3rd method - beloved by the contractor and unloved by the customer - labor costs (hereinafter 3p, why 3p is a form for calculating estimates for labor costs, approved under the form number 3P). With this method, the actual time of participation of designers in the development of any volume of the project or structural element buildings, structures and other types of work that are not in reference books and collections of basic prices. The method is convenient for the designer in connection with determining the actual time of participation of specialists in the development of the project by expert means, the contractor himself decides who and how much time is involved in the design. This results in the cost of design. More about this method in the Clarifications of "Centrinvestproekt" for 1999.

Determination of the cost of engineering surveys.

The main method for determining the price of engineering surveys is the calculation based on natural indicators reported in reference books and collections of basic prices for 1991 and 2001. At the moment, for research, there are only federal reference books of base prices that are used with any source of funding, but for Moscow money, one should not forget about the standard of the city order, reported in.

2nd possible method determining the cost of surveys are labor costs. Here everything is similar to labor costs in designing, we determine the actual time of participation of specialized specialists, therefore, we get the price.

Automation of cost estimates for design and survey work. PIR Program

To date, all of the above methods for calculating design and survey work, as well as the mentioned SBCs and MRRs, are contained and automated in, note the federal CBC reference books included in the system on the basis of a direct agreement with CENTRINVESTproject. The program allows you to use search engines to select the desired price, read the necessary methodological documents, and also upload documentation in any convenient XLS, PDF, Word format ... The program allows you to simplify the task at least 3 times in relation to the usual calculation in exel, and also remove problems with you by tracking the relevance of the collections, tk. against the directories there are marks - included, in the register of estimated standards, the collection or canceled, and moreover - which directory came out to replace the canceled one.

How to quickly learn how to correctly calculate PIR

For those who were interested and useful in this article, we recommend that you study on ours! In just a few lessons, you will learn methods for calculating design and survey work, learn about the composition and content of design and survey documentation, learn how to work in federal (SBC) and Moscow (MRR) reference books, ask questions about the types of work that are of interest to you when drawing up estimates, Explore the leading costing program, the PIR System, and earn a government-mandated short-term professional development certificate.

TOOLKIT
ON DETERMINING THE COST OF ENGINEERING SURVEYS FOR CONSTRUCTION

Release 1

Introduction date 2004-04-01

It was put into effect on April 1, 2004 by a letter from the Gosstroy of Russia dated March 31, 2004 N NZ-2078/10.


The methodological manual was developed by the Production and Research Institute for Engineering Surveys in Construction of the Gosstroy of Russia (FSUE PNIIIS) with the participation of JSC "Institute Hydroproject" and LLC NPC "Ingeodin" in accordance with the current pricing procedure in engineering surveys.

The Methodological Manual (Issue 1) sets out the procedure for determining contractual and basic prices on the basis of documents used in practice on pricing in engineering surveys, as well as the features of preparing estimates and the procedure for indexing prices in the Handbooks (1999 - 2004) and SCiR-82.

When developing the manual, typical explanations on pricing issues were taken into account, as well as typical errors identified during the examination of estimates for survey work.

This Handbook is intended for use by a wide range of professionals.

INTRODUCTION

INTRODUCTION

This Methodological Guide for determining the cost of engineering surveys for construction (hereinafter referred to as this Guide) was developed in connection with the need for the simultaneous application of price documents for engineering surveys developed (given) in two basic price levels as of 01.01.01 and 01.01.91, as well as with the numerous wishes of organizations - customers and performers of survey work.

This Handbook has been compiled on the basis of a generalization of the experience of applying price documents for engineering surveys for construction, developed (given) at the previously established base price level as of January 1, 1991 and at the base price level as of January 1, 2001. When developing this Manual, typical explanations were taken into account on the issues of the current pricing procedure in engineering surveys, the determination of costs for individual items of expenditure, as well as typical errors identified during the examination of estimates for survey work.

This Handbook is intended for practical use in determining the cost of survey work and making estimates when financing engineering surveys for construction at the expense of the federal budget, as well as for similar calculations with other sources of funding by various enterprises (organizations), regardless of organizational and legal forms and departmental affiliation .

The materials presented in this Manual can be used in the preparation of cost estimates for engineering surveys and certain types of survey work and will provide practical assistance to both the compilers of estimates and customers of survey work, as well as central and local authorities in the effective use of investment funds. This Manual is also intended to provide practical assistance in resolving conflict disputes between the Customer and the Contractor in resolving certain issues related to determining the cost of survey work.

The laws and regulations referred to in this Handbook (Issue 1) are current as of January 1, 2004.

In the future, taking into account the experience of using the Directory of Base Prices for Engineering Surveys for Construction (and its separate sections), developed at the base price level as of January 1, 2001, it is planned to publish subsequent editions of this Manual.

TERMS AND DEFINITIONS

Base price level

The price level for the time period for which the base prices are calculated; for engineering surveys, two basic price levels are currently accepted as of 01.01.01 and 01.01.91.

Basic (basic) price

The cost of performing surveys at the facility in the basic price level, calculated on the basis of the current regulatory price base

Negotiated price

The cost of performing surveys at the facility, established by agreement of the parties when signing the agreement (contract); the basis for determining the contract price is the basic (basic) price

open price

Contractual price subject to adjustment in accordance with the terms of the contract (in the process of conducting surveys: indexation, changes in the scope and scope of work; after completion of surveys - according to the executive estimate)

final price

Contractual price not subject to adjustment under the terms of the agreement (contract)

Estimated calculation of the cost of the planned survey work, compiled on the basis of the customer's technical specifications and the survey program in accordance with the current pricing procedure in engineering surveys and under the terms of the agreement (contract) not subject to adjustment after the work is completed

preliminary estimate

Estimated calculation of the cost of the planned survey work, compiled on the basis of the customer's technical specifications and the survey program in accordance with the current pricing procedure in engineering surveys and subject to adjustment under the terms of the agreement (contract)

Executive estimate

Estimated calculation of the cost of survey work performed, compiled on the basis of a technical report on engineering surveys in accordance with the actual work performed

Field work

Survey work carried out on outdoors, in underground workings and basements, as well as in rooms that are the object of engineering surveys

Expedition conditions

Conditions for the performance of survey work, under which workers cannot return daily to their place of permanent residence. In this case, they are compensated for travel expenses or field allowances in accordance with applicable regulations.

Hospital conditions

Conditions for the performance of survey work, under which employees are not paid travel expenses or field allowances

Field camp conditions

Performance of survey work, including cameral and laboratory work, in expeditionary conditions with accommodation of workers outside the base of the expedition in a temporary field camp (tents, beams, etc.)

External transport

Travel of prospectors and transportation of equipment and materials from the permanent location of the organization performing the survey to the survey base or survey site and back

Internal transport

Relocation of prospectors and transportation of equipment and materials from the location of the survey organization, expedition, party, detachment to the survey site and back, as well as directly at the work site

Main works

Field, cameral and laboratory work, directly ensuring the receipt of survey products (reporting documentation)

Auxiliary work

Works that provide the possibility of performing field survey work

1. GENERAL PROVISIONS

1.1. This Manual has been developed in accordance with the current legislative acts and regulatory documents of the Russian Federation, regulating for legal and individuals- participants in investment activities in construction, the procedure for the formation of contractual prices and regulation of contractual relations, as well as establishing requirements for the organization and production of engineering surveys.

1.2. In accordance with the law of the RSFSR "On investment activity" dated 06/26/91 N 1448-1 (as amended on 06/19/95, 02/25/99 and 01/10/03), the main legal document regulating production and economic and other relationships between the subjects of investment activity, is an agreement (contract) between them.

In accordance with the Law "On Investment Activity" (Article 7), "the conclusion of agreements (contracts), the choice of partners, the definition of obligations, any other conditions of economic relations that do not contradict the legislation of the RSFSR and the republics within the RSFSR, are the exclusive competence of the subjects of investment activity. In the implementation of contractual relations between them is not allowed to interfere with state bodies and officials that go beyond their competence.

1.3. This Manual is used in determining the cost of engineering surveys (survey works) for construction (reconstruction, expansion, operation and liquidation of buildings and structures) by enterprises (organizations) of various organizational and legal forms and departmental affiliation performing engineering surveys for capital construction, customers and other participants investment activities, as well as bodies exercising control over the rational use of investment funds.

1.4. The contract price is determined on the basis of the basic (base) price, including the inflation index calculated for the period of validity of the agreement (contract) in relation to the corresponding basic level of costs as of 01.01.01 or 01.01.91, with the addition of value added tax cost (VAT).

1.5. The cost of survey products (works, services) - the contractual price is established in the agreement (contract) for the creation of survey products (works, services) by agreement of the parties.

1.6. The base price (cost) is determined by the estimated calculation in prices as of 01/01/01 according to the Reference book of basic prices for engineering surveys for construction, and for works that are not in this Directory, in prices as of 01/01/91 according to reference books of basic prices for various types survey work of the Gosstroy of Russia (1999-2000).

In exceptional cases, if there are no reference books calculated in price levels as of 01.01.01 and 01.01.91, it is allowed to use in the estimates the prices and standards of the Collection of prices for survey work for capital construction, M., 1982 (STsiR- 82) bringing its prices to the base level as of 01.01.91. To bring the prices of the Handbooks and STsR-82 to the price level of the current period, the corresponding inflation index is applied.

In the absence of the necessary prices in the Handbooks and SCiR-82, the cost of survey work is determined by labor costs (form 3P, calculation) at the prices of the current period.

1.7. The value of the inflation index should be calculated by the organization performing the survey, taking into account the change in the costs of the main cost items in relation to the corresponding basic price level.

Calculation procedure inflation index recommended and established by the "Temporary Recommendations for Clarification of Base Prices Determined According to the Collection of Prices for Survey Works for Capital Construction".

If the contractor does not have the necessary data to calculate the value of the inflation index, when preparing estimates for the cost of survey work, an inflation index is used, the value of which is set quarterly by letters from the State Construction Committee of Russia.

The final value of the inflation index is the subject of the agreement and is established by agreement of the parties.

1.8. The estimate calculation of the base price is compiled during the period of development of the estimate and contractual documentation by the executing organization in accordance with the survey program attached to the estimate calculation. The survey program is compiled by the contractor on the basis of the customer's technical assignment, taking into account the requirements of the relevant regulatory documents of the Gosstroy of Russia, which regulate the scope and scope of survey work (the list of documents is given in Appendix 5).

1.9. The estimate calculation is attached to the agreement (contract) as a justification for the contractual price for the creation of survey products (works, services) and is an integral part of it together with the terms of reference, work schedule (schedule) and survey program.

1.10. If it is necessary to provide the customer with an executive estimate, if this is provided for by the terms of the agreement (contract), at the end of the survey, an estimate should also be drawn up based on the technical report on the results of the survey in accordance with the composition and volume of the actually performed work, taking into account the category of complexity of their implementation.

2. PROCEDURE FOR DETERMINING THE AGREEMENT PRICE

2.1. The contractual price for survey products (works, services) is established on the basis of the base price by agreement of the parties in the agreement (contract) for the creation of survey products (works, services). In this case, the value of the contract price can be taken equal to the value of the basic cost or differ from it.

The contract price can be offered both by the contractor and the customer of engineering surveys and is finally set by agreement of the parties.

2.2. When forming a contractual price for surveys for the construction of large and complex facilities and the need to involve several organizations in the production of engineering surveys, the total cost of surveys for an object will be determined by the organization of work. In this case, there are several options for the formation of the contractual price for the object as a whole.

a) The customer concludes a general contract with one organization - the general survey organization (general executor) with the issuance of the terms of reference for the object as a whole to this organization.

By agreement of the parties, a contractual price and a calendar plan for the implementation of work at the facility are established; the customer pays the general contractor the total cost of survey work in accordance with the terms of the contract.

The general executor, within the framework of the general contract, attracts co-executors, issues them technical assignments, concludes contracts, determines the deadlines for the performance of work, and the contractual price with each co-executor is set taking into account the total cost of engineering surveys under the general contract.

b) The customer issues a general terms of reference and, together with the general survey organization, signs a protocol of intent.

The general executor attracts co-executors with the issuance of relevant technical specifications to them and, together with each co-executor, sets a preliminary contractual price for a part of the survey work. In this case, the final total contract price for the survey object as a whole is formed upon signing the general contract, taking into account the cost of the work of all co-executors, and the contract price for the work of the general contractor and each co-executor is finally set within the total cost of surveys at the object, established at the time of signing the general contract.

c) The customer himself attracts several organizations to perform survey work, issues technical assignments and concludes contracts with each of the survey organizations. In this case, the total contractual price of survey work will be equal to the sum of contractual prices established in contracts with co-executors.

2.3. The contract price can be final or open (preliminary).

The final contract price, as a rule, is set during a period of low inflation for small survey objects with a production time of no more than one quarter or subject to advance payment by the customer for the planned survey work.

The open price, as a rule, is set for large and complex survey objects carried out at sites with difficult natural conditions, and with a high level of inflation - for small survey objects. The procedure and conditions for revising the open price are established in the agreement (contract) by agreement of the parties.

2.4. The possibility of changing the contract price should be provided for in the agreement (contract) for the creation of survey products (works, services). Circumstances under which it is possible to change the contract price, and the conditions for changing it, must be clearly stated in the relevant section of the agreement (contract).

2.5. The basis for changing (increasing or decreasing) the contract price and the timing of the survey or one of these parameters may be:

- force majeure circumstances (military actions in the area of ​​exploration work, man-made disasters, extreme natural phenomena: earthquakes, floods, etc.) - force majeure circumstances that make it impossible or significantly limit the actions of the contractor (or parties) to fulfill the conditions agreement (contract);

- changes in legislative and regulatory acts that worsen the situation of the parties compared to their condition for the period of conclusion of the agreement (contract), which leads to additional costs for one of the parties;

- introduction by the customer of additions and changes to the content of the terms of reference and the agreement (contract) during the period of its validity, affecting the deadlines, organization, production conditions and volumes of survey work, which causes a change in the cost of survey products and (or) the timing of the survey work;

- identification by the contractor in the process of performing engineering surveys of natural (technogenic) factors that adversely affect the design decisions made, when it becomes necessary for the parties to consider the advisability of continuing work and (or) changing their direction.

2.6. All changes in the contract price caused by the circumstances provided for in clause 2.5 of this Manual, as well as sudden changes in the economic situation in the country and (or) other conditions specified in the agreement (contract), are formalized by an additional agreement, which is an integral part of the agreement (contract).

2.7. All additional services performed by the contractor at the request of the customer, not provided for by the agreement (contract) and not included in the contract price for survey products, are carried out only after the customer provides a letter of guarantee for their payment, with the subsequent execution of an additional agreement.

2.8. The agreement (contract) establishes the form and terms of payment for the work. Payment can be made:

- at a time, for the performance of the entire range of works provided for by the contract (prepayment or payment upon completion of work);

- with an advance payment (its size and payment term are negotiated) and the final settlement after acceptance of the work by the customer;

- in stages, with an advance payment in the amount stipulated by the contract, and withholding the interest of the advance in proportion to the amount of work performed by the stage;

- step by step, in the amounts and terms provided for by the calendar plan, which is an integral part of the contract.

2.9. In the agreement (contract), it is advisable to provide for penalties for both the performer and the customer of the work for violating the deadlines for the completion of surveys, the timeliness of payment for the work performed and other positions and conditions of the agreement (contract).

2.10. Disagreements between the Customer and the Contractor on the estimated cost of the planned (performed) survey work can be resolved with the help of independent experts involved by one of the parties.

At the same time, experts can only estimate the value of the base cost of exploration work in prices of the base level (as of 01.01.01 or 01.01.91), since the contract price is the subject of the agreement (contract).

For a reliable assessment by experts of the basic cost of survey work at the survey site, the following materials must be attached to the estimate calculation: the customer’s technical assignment, the engineering survey program with the calendar plan (schedule) for the production of works, and in the case of drawing up an executive estimate, also a technical report on survey results, i.e. documentation that allows experts to assess the degree of validity of the main pricing factors.

3. PROCEDURE FOR DETERMINING THE BASIC (BASE) PRICE

3.1. The basis for determining the base price for survey products (works, services) is the cost estimate (summary estimate).

3.2. The composition and scope of the planned survey work included in the estimate must comply with the survey program, the requirements for the content of which are provided for in SNiP 11-02-96 "Engineering surveys for construction. Basic provisions".

The survey program provides a rationale for the main pricing factors: the composition and volume, conditions and timing of the planned work, as well as the categories of complexity of natural conditions and work conditions, the degree of exploration of the territory, etc.

3.3. Estimated calculation (estimate) for engineering surveys can be compiled according to prices (rates) and standards of Reference books of basic prices for survey work for construction, developed in basic price levels as of 01.01.01 and 01.01.91 and put into effect by the Gosstroy of Russia in 1999 - 2004, the Collection of prices for survey work for capital construction (SCiR-82) with the prices of SCiR-82 adjusted to the base price level as of 01.01.91 and using multiplying factors in accordance with clause 3.5 of these Instructions.

Note - Due to the fact that all the documents on the basis of which the SCiR-82 was developed have either been canceled or become invalid, the use of prices and standards of the SCiR-82 is allowed as a last resort, only if there are no prices in the Base Price Reference Books 1999 - 2004 .


The cost of certain types of survey work, the prices for which are not included in the Reference books of basic prices and SCiR-82, can be determined by agreement with the Customer:

- according to price lists and price tags developed by sectoral ministries, departments, local governments or directly by organizations performing engineering surveys for construction. These documents must be mandatory approved by the corresponding ministry, department, administration or head of the development organization and agreed with the Gosstroy of Russia. If the indicated price lists and price tags are not agreed with the Gosstroy of Russia, they may have, respectively, industry or regional application, and the price tags developed by the organization performing engineering surveys can only be used by the development organization;

- by labor costs (in prices of the current period) for the performance of survey work, research (form 3P, costing).

When drawing up an estimate calculation (its separate parts) for labor costs (form 3P, costing) or based on price lists and price tags developed by an organization performing engineering surveys, the rationale for calculating labor costs and price tags is provided to the customer at his request.

3.4. Based on the prices of the reference books of basic prices of the Gosstroy of Russia, it is recommended to determine the cost of surveys or relevant survey work included in these reference books:

- engineering and geodetic surveys (works) for construction - according to the "Reference book of basic prices for engineering surveys for construction. Engineering and geodetic surveys", M., 2004, developed in the base price level as of 01.01.01 *;
________________
* The Directory was developed to replace the Directory of enlarged base prices for engineering and geodetic surveys for construction, M., 1997, as well as a number of tables STsir-82.


- engineering and geodetic surveys (works) during the construction and operation of buildings and structures (removal to nature, observations of deformations of buildings and structures, measurement work, etc.) - according to the "Handbook of basic prices for engineering and geodetic surveys during construction and operation buildings and structures ", M., 1999, developed in the base price level on 01.01.91 *;
________________
The document is not valid on the territory of the Russian Federation. The "Handbook of basic prices for engineering and geodetic surveys during the construction and operation of buildings and structures" is in force, hereinafter in the text. - Database manufacturer's note.

- engineering-geological (except geophysical works) and engineering-environmental surveys, hydrogeological works, as well as surveys of ground building materials and water supply sources due to groundwater - according to the "Handbook of basic prices for engineering-geological and engineering-ecological surveys", M. , 1999, developed in the basic price level as of 01.01.91*;
________________
* The Guides are currently under development with the recalculation of the prices of the Guides to the basic price level as of January 1, 2001.


- engineering and hydrometeorological surveys on rivers and engineering and hydrographic works - according to the "Reference book of basic prices for engineering surveys for construction. Engineering and hydrographic works. Engineering and hydrometeorological surveys on rivers", M., 2000, developed in the basic price level for 01/01/91;

- geophysical work - according to SCiR-82.

Calculation of labor costs (form 3P, costing) is recommended to determine the cost of scientific research, experimental and survey work, the prices for which are not available in the Reference books of basic prices and SCiR-82.

3.5. The preparation of an estimate for STsR-82 is carried out taking into account the changes, additions and multiplying factors provided for by the Addendums to the Collection of prices for survey work for capital construction, approved by the USSR State Construction Committee by Decree N 22 of March 1, 1990 (hereinafter referred to as the Additions), as well as directive letter of the USSR Gosstroy dated December 25, 1990 N 21-D "On correction factors for prices for survey work for construction" (hereinafter - letter N 21-D), which provides a conditional reduction of the costs of survey work provided for by SCiR-82 to the level of costs of the base period as of 01.01.91

When compiling an estimate calculation (or part thereof) according to the Base Price Reference Books compiled in prices as of 01/01/01 or 01/01/91, the price adjustment provided for by the Addenda and letter N 21-D is not made.

The calculation of costs that are not provided for by prices (external and internal transport; organization and liquidation of work; allowances that take into account the conditions for conducting surveys: mountainous, desert and waterless areas; special regime conditions and an unfavorable period of the year; regional and northern allowances, etc.) "General Instructions" of the relevant Handbooks or SCiR-82 with Supplements. At the same time, it is not allowed to transfer the values ​​​​of the standards and individual coefficients provided for by the Reference books of basic prices for work, the cost of which is determined according to SCiR-82, as well as from one Reference book to another, if the prices in them are given in different basic levels.

3.6. Estimated calculation should be prepared differentiated by types of surveys: geodetic engineering, geological engineering (environmental engineering), hydrometeorological engineering, etc. Within the estimate, parts are distinguished, the cost of work in which is determined by:

- according to the Reference book of basic prices, developed in the price level as of 01.01.01,

- according to the Reference books of basic prices, developed in the price level as of 01.01.91,

- according to SCiR-82 with prices adjusted to the base price level as of 01.01.91.

The estimate calculation also highlights field, cameral and laboratory work, taking into account their performance in expedition conditions or in hospital conditions, as well as cameral and laboratory work performed in field camp conditions.

The need for such differentiation is due to different values ​​of correction factors and standards when calculating costs that are not included in the prices of the tables of the relevant documents, as well as different values ​​of the inflation index applied to prices calculated at different basic levels.

When drawing up an estimate, it must be taken into account that in all Handbooks and SCiR-82, prices provide for the cost of field work in expedition conditions, and cameral and laboratory work - in hospital conditions.

For work, the cost of which is determined by labor costs (form 3P), separate estimates in the prices of the current period, to which, if necessary, calculations and documents justifying these costs are attached (the procedure and approximate forms of calculations are given in Appendix 2).

3.7. Estimated calculation according to the tables of Reference books of basic prices and STsIR-82 is carried out in the same sequence. In this case, the following procedure for calculating estimates is recommended.

3.7.1. The cost of survey work (which can be conditionally divided into main and auxiliary) is calculated in accordance with the composition and volume of planned or actually performed work.

The main works include works (field, cameral, laboratory) that directly ensure the receipt of survey products (reporting documentation).

Auxiliary works are conditionally divided into two groups.

Group I includes expenses for:

- earthworks and road works;

- rigging work.

Group II includes expenses for:

- maintenance of survey equipment, vehicles and survey bases and radio stations;

- installation and dismantling of survey equipment;

- snow removal.

3.7.2. Survey work, both main and auxiliary, carried out at sites in the field and (or) of an expeditionary nature, are considered to be carried out in expedition conditions if workers employed in these jobs are paid travel allowances or field allowances. When work is performed without the payment of travel allowances or field allowances to employees, these works are considered to be completed in hospital conditions.

3.7.3. The prices of Reference books of basic prices and SCiR-82 are calculated for the conditions for performing survey work in middle lane the European part of Russia (in terms of wages), a favorable period of the year and a normal mode of conducting survey work.

3.7.4. When conducting surveys in conditions other than those listed above (in mountainous and high-mountainous, desert and waterless regions, under special conditions, in an unfavorable period of the year), surcharges are introduced to their cost associated with compensating the organization for increased costs and loss of working time during survey work . The amount of the allowance is determined by applying the fractional part of the corresponding correction factors provided for in the "General Instructions" to the cost of work. To simplify the work on the preparation of estimates, the "General Instructions" of the Reference Books are compiled with the preservation of the numbers of the tables provided for by the "General Instructions" of SCiR-82, therefore the numbers of the tables of the "General Instructions" in the Reference Books of Base Prices and SCiR-82 are the same.

In the estimate calculation, all allowances for work performed under the appropriate conditions are calculated separately and included in the estimate as separate items:

- in mountainous and high-mountainous regions;

- in desert and waterless areas;

- under special conditions;

- in an unfavorable period of the year.

If it is necessary to apply several allowances to the cost of work, the amount of each subsequent allowance is calculated taking into account the amount of the previous allowance, while the calculation of the amount of the allowance is made to the cost of only those works that are performed under appropriate conditions.

The allowances are calculated in the following sequence:

a) when performing research in mountain and alpine districts, the norms of table 1 are applied to the cost of all works (main and auxiliary);

b) when performing surveys in desert and waterless districts to the cost of all works (main and auxiliary), the standards provided for in Appendix 1 are applied;

c) when performing surveys under conditions special regime the relevant standards apply to the cost of the following field work:

- basic;

- auxiliary group I;

- auxiliary group II - "snow removal".

d) when performing surveys in the districts (according to Appendix 2), the standards of Table 2 apply to the cost of field work (excluding work performed in heated rooms, including installation, dismantling, maintenance of equipment), as well as cameral and laboratory work if they are performed in a "field camp".

Application of the coefficient for the performance of work in an unfavorable period of the year due to a decrease in labor productivity, therefore, the standards of table 2 apply to the cost of only that part of the specified work, which is performed in an unfavorable period of the year. The value of the coefficient used in the estimate calculation does not depend on the duration of field work, but is set depending on the duration of the unfavorable period in accordance with Appendix 2 for the area where surveys are being carried out.

3.7.5. Expenses not included in the table prices are recommended to be allocated in a separate section of the estimate (other expenses) and determined as follows.

a) Expenses on internal transport provide for compensation of expenses of the executing organization for relocation of surveyors and transportation of equipment and materials within the site of surveys (that is, from the location of the survey expedition, party, team or organization performing surveys to the site of surveys and back, as well as directly at the site of work) . Costs for internal transport are included in the cost estimate without fail and are determined by applying the standards of Table 4 of the Handbooks (SCiR-82) to the cost of all field work (main and auxiliary), as well as cameral and laboratory work performed in a field camp. At the same time, the cost of these works is established with all allowances, taking into account the conditions for performing surveys (according to clause 3.7.4 of this Manual), including the costs of maintaining survey bases, radio stations, as well as the installation, dismantling and maintenance of survey equipment, and, if necessary, determining the costs of internal transport- by special calculation in the prices of the current period in the cases and in the manner provided for in the notes to table 4 of the Handbooks (STsR-82). In this case, the norms of Table 4 do not apply.

Note - Table 4 guidelines are based on the need for vehicles to be on site full time due to safety regulations.

b) Expenses for external transport are related to the compensation of expenses of the executing organization for the travel of prospectors and transportation of equipment and materials from the permanent location of the organization performing the surveys to the survey base or survey site and back. Expenses by external transport are determined by applying the norms of Table 5 (providing for round-trip transportation costs) to the cost of all field work (main and auxiliary), as well as cameral and laboratory work, if they are performed in expeditionary conditions. In this case, the cost of work is determined taking into account:

- allowances for the conditions for performing surveys, determined in accordance with clause 3.7.4 of this Manual;

- expenses for internal transport determined by the standards of table 4;

- costs for the maintenance of survey bases, radio stations, installation, dismantling and maintenance of survey equipment.

If necessary, the cost of external transport can also be determined by a special calculation based on actual costs in the prices of the current period, taking into account the current transport tariffs, wages and travel allowances (daily allowances) or field allowances for the period of travel of the survey personnel (to the place of surveying and back) in the cases provided for in the notes to Table 5 of the Handbooks base prices. In this case, the norms of Table 5 do not apply.

c) Expenses for organization and elimination of surveys at the facility are associated with the loss of working time for: drawing up an application with a list of necessary tools, materials, overalls and other material assets and their receipt (delivery), packing and sending equipment, equipment and materials to the place of work and other preparatory work necessary to start implementation survey work, as well as dismantling, dismantling of machinery, equipment, structures, preparation and submission of material and financial reports and other work related to the liquidation of surveys at the facility.

Costs for at the facility are calculated by applying the relevant standards of clause 13 of the "General Instructions" of the Handbooks and SCiR-82 to the cost of all field work (main and auxiliary), as well as cameral and laboratory work, if they are performed in expedition conditions. In this case, the cost of work is determined in the same way as when calculating the costs of external transport.

Costs for organization and liquidation of works at the facility must be taken into account without fail when performing all types of survey work, regardless of their volume and the remoteness of the work site from the location of the organization performing the survey.

d) Costs associated with issuance of intermediate survey materials(if it is provided for by the contract or the terms of reference of the Customer) are determined by applying the fractional part of the corresponding coefficient to the cost of all main (field, laboratory and cameral) and auxiliary works (except for the costs of maintenance of bases and radio stations) with all allowances (according to clause 3.7.4 of this Manual), taking into account the conditions for performing survey work. At the same time, the costs of internal and external transport; organization and liquidation works on the object are not taken into account in the calculation.

The costs associated with the issuance of interim reporting materials of surveys are due to a violation of the sequence of the production process and the need to compensate employees for wages for processing and performing work outside of working hours.

e) Expenses for metrological assurance of the unity and accuracy of measuring instruments and additional depreciation charges for production equipment and transport ( metrological support) are calculated for survey work, the cost of which is established according to SCiR-82, taking into account the "Additions". In the Reference books of basic prices, this type of expenditure is provided for in tabular prices and is not additionally taken into account in the estimates.

Calculation of expenses for " metrological support"is carried out by applying the fractional part of the corresponding coefficient to the cost of all basic (field, laboratory and cameral) work with all allowances (according to clause 3.7.4 of this Manual), taking into account the conditions for conducting surveys, with the addition of expenses for internal transport. At the same time, the costs of external transport, organization and liquidation works and issue of intermediate materials are not taken into account.

3.7.6. Estimated cost estimate survey work is formed as the sum of:

- expenses for the performance of all types of main and auxiliary works;

- allowances accrued in accordance with clause 3.7.4 of this Manual;

- expenses not provided for in the table prices, calculated in accordance with clause 3.7.5 of this Manual.

To the preliminary total of the estimated cost surcharges, if necessary, regional" and " for northern benefits".

a) Charge " district allowance" to " total estimated cost" is made in accordance with clause 3.5 of this Manual by using the fractional part of the correction regional coefficient of table 3.

In the estimate, separate items include expenses for " regional" allowance for work performed in " expedition conditions", and the work performed in " hospital conditions", that is, at the location of the organization (where, as a rule, cameral and laboratory work is performed), if the established values ​​​​of the district coefficients for wages workers are different (appendices 3 and 4 of the Handbooks).

If it is necessary to use several regional coefficients (for example, when surveying the main routes of linear structures of great length, etc.), it is advisable to introduce these coefficients directly to the cost of the main and auxiliary works. In this case, the regional coefficient to " total estimated cost" does not apply.

b) When carrying out surveys by organizations making payments related to the provision of benefits to persons working in the regions of the Far North and areas equivalent to them, an allowance is charged for " northern benefits to offset those costs.

The amount of this allowance is determined in a separate item of the estimate by applying the fractional part of the corresponding coefficient to " total estimated cost". In this case, the value " regional" allowances in this " total"does not turn on.

c) The estimate attached to the contract provides for additional costs for works and services listed in paragraph 12 of the "General Instructions" of the Handbooks, as well as unforeseen costs associated with plugging wells, construction of temporary buildings and structures (bases for tents, moving through ditches and ditches, installation of stairs on steep slopes, sheds, yard latrines, moorings for boats and boats, etc.), in the amount of at least 10% of the estimated cost of survey work.

The need to include cost items in the estimate " Unexpected expenses"due to the contractors' lack of information about upcoming additional costs that are not provided for by the prices of the Handbooks and SCiR-82: the acquisition of survey materials from previous years (including aerospace, cartographic), logging ticket; approvals necessary for the production of surveys, etc. If the contractor has information about the upcoming costs for the specified purposes article " Unexpected expenses"is not included in the estimate, and the amount of these costs is determined in accordance with clause 3.10 of this Manual.

When compiling the executive estimate, the value " contingencies", if necessary, is adjusted in accordance with the actual costs for these purposes.

Overall Size" contingencies"is defined as the sum of the expenses of the organization performing the survey, determined by labor costs (form 3P), and the expenses of organizations providing services on the basis of relevant documents (copies of contracts, invoices, invoices, checks, etc.).

3.8. By adding the allowances specified in clause 3.7.6 to preliminary total of the estimated cost formed cost of survey works in prices as of 01.01.01 or 01.01.91

3.9. Bringing the cost of engineering surveys, calculated in prices as of 01.01.01 or 01.01.91, to the price level of the current period is carried out by applying to this cost the corresponding inflation index.

Quantities inflation indices, contained in the letters of the Gosstroy of Russia, are averaged over organizations of various departmental affiliations that carry out surveys in Russia, and are calculated without VAT; these inflation indices are informational.

Calculation procedure inflation index recommended by the letter of the Ministry of Construction of Russia dated December 17, 1992 N BF-1060/9 and is established by the "Temporary recommendations for clarifying the base prices determined by the Collection of prices for survey work for capital construction", in accordance with which inflation index calculated by the organization performing the survey.

To bring the cost of survey work, calculated according to the Reference books of basic prices at the base level as of 01.01.91, the same applies to the prices of the current period. inflation index value, as in determining the basic cost of surveys, calculated according to SCiR-82 with "Additions" and "Letter 21-D".

3.10. The costs, determined in current period prices, are the sum of the costs of the organization performing the survey and the costs of the organization providing the services.

The costs of the survey organization associated with the loss of working time are calculated by labor costs based on the wages of the main performers (with justification for the time of employment of specialists).

Costs determined in prices of the current period, such as payment for third party services; expenses associated with obtaining initial data and information about natural conditions, with the acquisition of aerial photography, cartographic and stock materials of surveys of past years; expenses for compensation to land users for material damage caused in connection with damages and conducting surveys on their land plots; costs associated with deforestation; transportation costs (if they are determined according to the current tariffs), etc., are included in a separate additional estimate and, as a rule, are not subject to indexation.

The indexation of the above costs can be performed in accordance with the change in the inflation rate for the period of the survey, if this is provided for by the agreement (contract).

3.11. The basic cost of survey work in prices as of 01.01.01 or 01.01.91, reduced to the price level of the current period, together with the costs determined in the prices of the current period (clauses 3.7-3.10 of this Manual), are full base cost of survey work on the object of research, which is basis to establish contract price.

Appendix 1

Attachment 1

Estimates for survey work, calculated according to the prices (rates) of the Reference books of basic prices and SCiR-82 (Form 2P), are recommended to be drawn up according to the attached form.

For prices (rates) calculated at different basic levels, separate estimates must be drawn up without fail. It is also recommended to separately draw up estimates for the types of engineering surveys: engineering-geological, engineering-geodesic, engineering-hydrometeorological.

At the top of the estimate, the name of the object, the design stage, the type of survey, the name of the organization of the contractor and the customer, as well as the name of the price document (documents) on which the estimate is drawn up are indicated without fail. Inclusion in the cost estimate should be carried out in the sequence provided for in this Manual. When compiling estimates for surveys of main routes of considerable length, passing through areas in which various regional coefficients are set for the wages of surveyors, it is recommended to draw up estimates for the corresponding sections of the routes, depending on the number of regional coefficients, or in extreme cases, enter the regional coefficient directly to the prices.

The columns of the estimate, drawn up according to the attached form, must contain the following data.

In column 2 - "Name of work and costs" are given: type of work (costs), category of complexity, relief section, built-up area, etc., i.e. all the parameters necessary to justify the prices included in the estimate for calculating the cost of work.

Column 5 - "Cost Justification" provides a link to the price document, from which the price is taken, indicating the table number, paragraph, note number, paragraph of the General Instructions (General Provisions) of the Directory, part, chapter, on the basis of which the corresponding reduction or reduction is applied to the price. increasing coefficient or percentage standard.

For allowances and other expenses (internal and external transport, organization and liquidation of work at the facility, etc.), a list of budget items is provided, to which the corresponding standard applies.

Column 6 - "Calculation of the cost" contains the calculation of the cost, obtained by multiplying the prices with the applied coefficients and the volume of planned (performed) work. To calculate allowances and other expenses, the percentage standard and the amount to which this standard is applied are indicated.

At the end of each section, field, cameral, laboratory work is described and their total cost is calculated. Other expenses are allocated in a separate section of the estimate, including allowances that take into account the conditions for performing work, which are different from those taken into account in price documents:

- allowances when performing work in high-mountainous, desert and waterless regions, in an unfavorable period of the year, in conditions of "special regime";

- allowance, taking into account the cost of issuing intermediate materials;

- expenses for "internal" and "external" transport, organization and liquidation of work at the facility;

- where necessary, curatorial costs are calculated, as well as unforeseen costs and costs associated with obtaining permits for engineering surveys and the use of archival materials.

When drawing up estimates, it is imperative to take into account that in all Reference books of basic prices and in SCiR-82, prices for field work are calculated for the performance of these works in expeditionary conditions (i.e. with the payment of travel allowances or field allowances to employees), and prices for laboratory and cameral work - for hospital conditions (i.e. without paying prospectors travel allowances or field allowances). In this connection, when performing field work in a hospital, a reduction factor of 0.85 is applied to prices (prices), and if laboratory and cameral work is performed in expeditionary conditions, then a multiplying factor of 1.15 is applied to prices (prices) for these works.

All surcharges and other expenses are calculated in accordance with this Manual for the relevant price documents, and the transfer of standard values ​​from one price document to another is not allowed.

As a result of summing up the cost of all planned (performed) work, allowances and other expenses, the estimated cost of work is formed at the base level (in prices as of 01.01.01 or 01.01.91), and after the introduction of the inflation coefficient - the estimated cost in the prices of the current period. An approximate form and an example of an estimate calculation are attached.

Form 2P

Estimate N

(type of research)

Name of the survey object:

Customer:

Contractor:

Estimated calculation is made according to the following documents:

Name of works and costs

Unit measured.

Justification of the cost

Cost calculation

Cost, rub.

Field work

Total field work

Laboratory works

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