III. General provisions for determining the cost of construction. Determination of the estimated cost A document that determines the recalculation of the estimated cost of construction
Currently, the procedure for forming the estimated cost is determined by the Methodological Guidelines for determining the cost of construction products on the territory of the Russian Federation, developed by the Department of Pricing and Estimated Standardization in Construction and Housing and Communal Services of the Gosstroy of Russia and the Interregional Center for Pricing in Construction and the Building Materials Industry of the Gosstroy of Russia, introduced in effective from July 1, 1999.
These methodological recommendations are mandatory for use by all enterprises and organizations carrying out construction using budget funds and targeted extra-budgetary funds, and for construction projects financed from the organizations’ own funds, they are advisory in nature.
The basis for determining the estimated cost is:
. project and working documentation (drawings, statements of quantities for construction and installation work), specifications and statements for equipment; basic decisions on the organization and order of construction; explanatory notes to design materials);
. the current estimate and regulatory framework, put into effect on January 1, 1990 (it is also possible to use estimate standards and prices of 1984). In the absence of the necessary estimate standards, as well as for specialized construction projects, individual estimate standards can be used.
The estimated cost of construction in accordance with the technological structure of capital investments and the procedure for carrying out the activities of construction and installation organizations is determined by the following elements:
. construction work;
. installation work;
. costs for the acquisition (manufacturing) of main and auxiliary technological equipment, furniture and inventory;
. other costs (design, survey and research work, training of operational personnel, maintenance of the customer-developer service).
In practice, construction and installation works are combined into one item when calculating the estimated cost.
The estimated cost of construction and installation work is determined by adding direct costs, overhead costs and planned savings.
Ssmr = PZ + NR + PN.
Direct costs include the cost of paying workers; cost of materials, parts and structures; operating costs of construction machinery and mechanisms. Costs are determined directly by direct invoice based on physical volumes for structures, types of work and estimated standards and prices.
Estimated labor costs (Zot) are determined based on the labor intensity of the work (T, man-hours), determined according to standards; average monthly wage of 1 worker (Zmes, rub.) and average monthly number of hours (t, hours/month):
Zot = T x Zmes / t
The estimated cost of material resources is determined based on data on the standard requirement for materials, parts and structures in physical units of measurement (Pm) and the corresponding prices for this type of material resources (Cm):
Зм = Σ(Рм x Цм).
The estimated costs of operating construction machinery and equipment are determined based on data on the time of use of the necessary machines in accordance with current standards (in machine hours) and the price of 1 machine hour of operation of the machines. To determine the price of 1 machine hour, you can use the formula:
Tsmash.-hour. = (Zed + Zgod + Zekspl) x China,
where Zed is one-time costs per 1 machine hour; rub./machine-hour;
Zgod - annual costs per 1 machine hour; rub./machine-hour;
Zexpl - operating costs per 1 machine-hour; rub./machine-hour;
Knr is a coefficient that takes into account the overhead costs of departments and bases for the operation of construction machines.
Non-recurring costs take into account the cost of moving machines from a base to a construction site or from one construction site to another. They also include the costs of installation, dismantling, loading and unloading of relocated machines, as well as the costs of using installation equipment.
Annual costs correspond to depreciation charges.
Operating costs include wages of workers involved in operating and maintaining machines, costs of electricity, fuel, lubricants, maintenance and repair of temporary rail tracks and a number of other costs.
Overhead costs in construction include the costs of managing and maintaining the contract and are associated with providing the necessary conditions for the functioning of the construction production process. When determining the estimated cost, overhead costs are calculated indirectly based on:
1. industry-wide integrated standards for the main types of construction;
2. overhead cost standards for types of construction and installation work;
3. individual overhead costs for a specific organization.
The amount of planned savings can be determined on the basis of an individual standard for a particular organization or recommended industry-wide standards in the amount of 50% of workers' compensation or 12% of the amount of estimated direct costs and overhead costs.
Construction estimate documentation includes local and site estimates. Local estimates are compiled for certain types of construction and installation work; they group data into sections for individual elements of the building (structure), types of work and devices. The grouping order must correspond to the technological sequence of work and take into account the specific features of individual types of construction. For buildings and structures, it is advisable to divide them into an underground part (the so-called “zero cycle” work) and an above-ground part.
Previously, we pointed out the need to organize cost accounting for construction and installation work in the context of individual technological complexes. In this regard, we consider it advisable, when drawing up local estimates at the stage of design and construction planning, to group information about the estimated cost into sections corresponding to the selected technological complexes. This grouping will allow for rapid analysis of deviations of actual costs from estimated costs that arise during the implementation of the contract.
Object estimates are compiled by summing up the data from local estimate calculations and represent information on the full estimated cost of the object necessary for making payments between the customer and the contractor. Additionally, the estimate for the facility indicates the amount of funds to cover limited costs, including:
. for the increase in the cost of work in winter, the cost of temporary structures and other costs in the corresponding percentage of the total of each type of work or the total of construction and installation work according to all local estimates;
. part of the reserve for unforeseen expenses, in the amount agreed between the contractor and the customer.
When determining the estimated cost, the investor (customer) and the contractor can use various methods, the choice of which in each specific case depends on the terms of the contract and the general economic situation (Fig. 1.9).
The resource method is the calculation in current (forecast) prices and tariffs of resources (cost elements) necessary to implement the design solution. When drawing up estimates, natural meters of the consumption of materials and structures, the time spent on operating machines and equipment, the labor costs of workers are used, and the prices for these resources are taken current (i.e. at the time of drawing up the estimates). Using this method allows you to determine the estimated cost of an object at any point in time.
The resource-index method involves the additional use of price indices for resources used in construction.
The base-index method is based on the application of a system of current and forecast indices in relation to the construction cost determined at the base level. To bring current (forecast) prices to the level, the base cost of the object for individual lines of the estimate and each element of the technological structure of capital investments is multiplied by the corresponding index for the industry (sub-industry), type of work, followed by summing up the results of the estimate.
The basic compensation method is the summation of the cost calculated at the basic level of estimated prices, and additional costs associated with rising prices for the resources used in construction, with clarification of these calculations during the construction process depending on the real change in prices.
As another method for determining the estimated cost, information on the cost of previously constructed or designed similar facilities can be used.
It should be noted that price formation is determined by the organizational form of construction.
When direct bilateral contracts are concluded between the customer and the contractor, the price determined in the contract is formed on the basis of the estimated cost calculated by the designer on behalf of the customer in agreement with the contractor. All deviations from the estimate that arise during the construction process are regulated by the parties, each of which has opposing interests. The contract, as a rule, provides for all the necessary conditions for changing the estimated cost, reimbursement of unforeseen expenses, etc., therefore, if it is drawn up correctly, the contractor's risk remains a minimal disadvantage of this practice - the possibility of inflating the estimated cost, and, consequently, the price of the object.
When carrying out turnkey construction, the price of construction products is determined unilaterally, since the functions of the customer are performed by the contractor. In this case, the formation of the price will be directly influenced by the availability of construction financing from investors; if the sources of financing are fully or partially budgetary funds and extra-budgetary funds, then the estimated cost is determined in strict accordance with the requirements of the Methodological Recommendations of the State Construction Committee of the Russian Federation. The amount of profit that the contractor will receive can be increased by the amount of savings used for construction in relation to the estimate.
However, construction financing is most often carried out from the own funds of organizations or individuals. In this case, the contractor may seek to inflate the price, believing that the higher the price set, the greater the profit will be made.
As a rule, this concerns housing construction; the general contractor leading the construction of a residential building acts as both a customer and, partially or fully, an investor at the same time. At the stage of construction of the facility, funds from individuals or legal entities can be raised on the basis of equity participation. Prices, in this case, are determined by the contractor, but in a competitive environment they must be influenced by supply and demand.
When concluding direct bilateral contracts between the customer and the contractor, the estimated cost is formed by agreement between the two parties. In this case, the contractor’s risk depends mainly on objective factors. As a rule, in practice there is an overestimation of the estimated cost on the part of the contractor either at the design stage or during the construction process.
The vast majority of experts argue that the current system of estimated pricing and regulation in construction is outdated and leads to significant distortions in the cost indicators of construction and installation work.
However, according to Volkov B.A., Yanygin V.Yu. and others, “in the current conditions, the creation of a full-fledged analogue of the estimate documentation that existed during the planned economy is, in principle, impossible for a number of reasons. The first of them is free pricing of resources, as a result of which any modern directory loses its freshness after just six months and becomes practically unusable after a year due to constant changes in market conditions. The second reason is that over the past time, construction technology has partially changed, new machines, building materials and structures have appeared. These changes have affected different organizations to varying degrees.” Therefore, like any system of standards, the new estimated standards would be of an average nature, but at the same time they may be of little use for the conditions in which a particular company has to work.
The main tool for optimizing prices is bidding, as an organizational form of construction that allows you to create competitive conditions when placing an order. Trading is widely and actively used in international practice and has recently become increasingly widespread in the Russian Federation. The experience of tendering shows that, other things being equal, the contract price based on the results of the tender is inversely related to the number of tenderers. In most cases, the contract price for construction, which is determined as a result of competition between contractors, subcontractors, suppliers of equipment and structures, turns out to be on average 5-30% lower. Bidding allows customers to select the most advantageous offers both in terms of price and other commercial and technical conditions. It should be noted that when switching to a bidding system, construction organizations that have a higher level of management organization, use advanced technologies, and practice a more flexible pricing policy receive real incentives for development. It is quite obvious that the lower the price offered by the contractor, the greater the chances of the construction organization to win the bid. However, underpricing, in turn, can lead to losses. To avoid this situation, managers must have information about the maximum level of price reduction, the size of possible unexpected losses, etc.
When deciding to bid, the contractor must determine the contract price at which it will sell its future products. In this case, you should calculate several price options: from “relaxed” to “hard”. The contract price may be based on the estimated cost, calculated using aggregated indicators.
01/30/2009 A new “Procedure for determining the cost of construction and repair work” was approved
In order to improve the system for determining the cost of work carried out on the territory of Turkmenistan, the President of Turkmenistan signed Resolution No. 000 dated January 1, 2001, according to which the “Procedure for determining the cost of construction and repair work” was approved.
This Procedure came into force on January 1, 2009.
This Resolution also notes that the Resolutions of the President of Turkmenistan dated January 1, 2001, no longer apply. No. 000 “On determining the cost of work in the construction industry” and dated 01.01.2001. No. 000 “On improving the calculation of the cost of construction and installation works of water management facilities.”
Approved by resolution President of Turkmenistan for No. 000 dated January 30, 2009
ORDER determining the cost
The procedure for determining the cost of construction and repair work (hereinafter referred to as the Procedure) establishes the conditions for pricing in the field of construction for all participants in the investment process carrying out construction, reconstruction and major (current) repairs of objects at the expense of public funds and bank loans in the national currency of Turkmenistan.
I. Determination of the cost of construction and installation works, reconstruction and major repairs to forecast the volume of government capital investments
Determination of the cost of construction and installation works, reconstruction and major repairs (hereinafter referred to as construction work) in current prices at the stage of forecasting the volume of government capital investments is carried out using indices of changes in current prices for capital construction and major repairs (Appendix) to the base level.
The base level is taken to be the cost of construction work, determined according to the estimated norms and prices introduced on January 1, 1984 (hereinafter referred to as the basic level of estimated norms and prices). For design and survey work for objects financed by state centralized capital investments, as well as funds from budgetary organizations, the base level is taken to be the cost of design work determined according to estimated standards and prices introduced on January 1, 1987.
The ratio of base prices to national currency is conventionally accepted as 1:50.
II. Determining the cost of construction work
The cost of completed construction work in current prices is determined on the basis of the basic level of estimated norms and prices using the resource index method:
- material costs - resource method;
- costs of wages and operation of construction machinery and mechanisms - by the index method.
Overhead costs and planned savings are accepted according to the maximum standards established by this Procedure to determine the cost of work at current prices.
Costs for temporary buildings and other work included in the scope of construction and installation work are also determined by the resource index method in the manner established for construction work. Costs for other work not included in the scope of construction and installation work are determined by the index method.
The cost of unforeseen work and expenses is determined according to the standards adopted in the design and estimate documentation in base prices, taking into account their recalculation to the corresponding indices.
Payroll
The amount of funds for wages as part of direct costs in current prices is calculated on the basis of the estimated wages determined at base prices, using the following formula:
where I is the amount of funds for wages;
Ih - the total value of the basic salary of construction workers for the object (part of it) at the basic level of estimated norms and prices;
G is the wage index in accordance with Appendix No. 1 to this Procedure.
Calculation of costs for the operation of construction machinery and mechanisms
The cost of operating construction machinery and mechanisms at current prices (including the wages of the working personnel servicing these machines and mechanisms) is determined as the product of their estimated cost, calculated at the basic level of estimated norms and prices, by the index established by Appendix No. 1 of this Procedure.
Calculation of costs for material resources
The cost of material resources in prices valid for the current period is determined based on data on the regulatory need for materials, products, parts and structures in accepted physical units of measurement and the corresponding price for a specific type of material resource, which consists of its wholesale price, the cost of containers, packaging, markups of supply and sales organizations, transportation costs, loading and unloading operations and procurement and storage costs in accordance with the waybill and invoice.
The standard need for material resources is determined on the basis of data from design estimates and general production standards for the consumption of materials in construction.
Overheads
Overhead costs for general construction work are calculated as follows:
- for construction, installation and repair work from the amount of direct costs in accordance with Appendix No. 2 of this Procedure;
- for installation and special construction work from the amount of direct costs or the amount of funds for remuneration of workers of the main production according to the estimate in accordance with Appendix No. 3 of this Procedure.
Planned savings
The planned savings rate is set at 15% of the amount of direct costs and overhead costs.
Direct costs for calculating overhead costs and planned savings include:
- wages and costs for operating machines and mechanisms determined by the index method in accordance with this Procedure;
- material resources calculated in prices valid for the current period, taking into account transport costs and procurement and storage costs determined in accordance with this Procedure.
III. Calculation of the cost of construction work
Settlements between customers and contractors for completed construction work are carried out for the actual volumes of work completed, calculated at the basic level of estimated norms and prices in accordance with the approved design and estimate documentation and recalculated to their cost in the current period, taking into account the provisions of Section II of this Procedure and reflected in the act on form F-2.
Selling prices for materials, with the exception of those used in construction work carried out at the expense of state centralized capital investments and funds from budgetary institutions, are determined on the basis of a protocol for agreeing on a contract price between the supplier and the consumer. Transportation costs for transporting materials to the facility's warehouse are calculated at negotiated prices.
For objects financed by state centralized capital investments and funds from budgetary institutions, the following prices are accepted:
A) for local building materials and products (non-metallic building materials, cement, slate, glass, asphalt, ready-mixed concrete, ceramic bricks) | prices approved by the Ministry of Economy and Development of Turkmenistan; |
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b) for construction products produced in Turkmenistan, not specified in paragraph “a” (metal structures, reinforced concrete products, windows, doors, etc.) | prices approved by manufacturers and agreed upon by the Ministry of Construction of Turkmenistan (the approval procedure is determined by the Ministry of Construction of Turkmenistan independently); |
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V) for construction materials and products purchased on the domestic market | market prices registered by the State Committee of Turkmenistan on Statistics; |
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G) for construction materials and products imported from abroad | prices determined in the Contracts, registered at the State Commodity and Raw Materials Exchange of Turkmenistan (including customs and exchange expenses); |
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d) for transport services | prices determined in accordance with the price list approved by the Ministry of Economy and Development of Turkmenistan; |
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e) for construction materials and products imported into the territory of Turkmenistan as payment for exported electricity and natural gas | prices approved by the Commission on Commodity Supplies for the export of natural gas and electricity under the Cabinet of Ministers of Turkmenistan. |
In the absence of supporting documents, the cost of transport services, loading and unloading operations, procurement and storage costs for building materials and metal structures is taken from the current cost of material resources in the following amounts:
- transport services - 3%,
- loading and unloading operations and procurement and storage costs:
- for building materials - 2%,
- for metal structures - 0.75%.
Expenses for temporary buildings and structures and unforeseen work are accepted according to the standards established by the basic prices. These expenses are included in the act in Form F-2, taking into account the fact that the specified work was actually completed and confirmed by the customer’s service. If the costs for temporary buildings and structures and unforeseen work exceed the standards established for base prices, the actual costs must be justified with relevant documents.
The cost of major repairs that are not classified by the scope of work as mandatory state examination, in accordance with the standards established by the Cabinet of Ministers of Turkmenistan, is determined on the basis of assessment defect reports agreed with the design institute and replacing the project and estimate.
IV. Customer costs. Equipment
When forecasting, the cost of the equipment provided for by the project (installed and not requiring installation) is determined as the product of its cost in base prices by the index according to Appendix No. 1. In mutual settlements with suppliers, the cost is determined at the ex-place price in accordance with the submitted documents.
The actual cost of the equipment to be paid consists of the purchase price of the equipment from the supplier, transportation and procurement and storage costs, which should not exceed 3% and 1.2%, respectively, of the actual cost of the equipment.
The costs of pre-installation inspection of equipment, carried out on the basis of a defect report agreed upon by the customer and the contractor, are included in the cost of the equipment and are financed from the reserve for unforeseen work and costs remaining at the customer’s disposal.
Design and survey work, state examination and designer's supervision
The cost of design and survey work and state examination (except for design and survey work on objects financed by centralized state capital investments, as well as by institutions financed from the budget) is determined in accordance with the procedure established by the Cabinet of Ministers of Turkmenistan.
The cost of design and survey work for objects financed by state centralized capital investments and funds of budgetary organizations is determined at base prices using the index specified in Appendix No. 1.
When developing new projects that do not have basic developments and standards, by agreement of the parties, the cost of design and survey work can be determined by labor costs with the inclusion of overhead costs in the amount established for the previous six-month, annual periods, but should not exceed 100% of the basic salary key personnel.
Planned savings when designing construction projects and facilities financed from state centralized capital investments and funds from budgetary organizations are set at 15%, for others - by mutual agreement of the parties, but not higher than 30%.
Costs for field supervision are determined based on actual labor costs, including overhead costs in the amount established for the previous six-month period.
The costs of designer's supervision for objects financed by state centralized capital investments and funds of budgetary organizations are determined as the product of the established standard from the estimated cost in base prices by the index established in Appendix No. 1 for design and survey work.
Funds for the maintenance of the customer’s directorate (hereinafter referred to as the directorate) are provided for in the consolidated estimate for the entire construction period at base prices in the established amounts based on the estimated cost.
For objects financed from budgetary funds, the costs of maintaining the directorate are determined according to the standards established for base prices, using the index specified in Appendix No. 1. If there are insufficient funds for the maintenance of the directorate, additional funds are determined in agreement with the Ministry of Economy and Development of Turkmenistan based on calculations based on the reporting data of the directorate, where other costs, except for wages and state social insurance payments, should not exceed 10% of the salary of the main employees.
During construction carried out at the expense of other sources of financing, calculations for the maintenance of the directorate are determined on the basis of a contract between the customer and the contractor.
Directorates that have procurement bases and carry out procurement and warehouse work, the costs of these works are included in the cost estimate for the maintenance of the directorate. In this case, the cost estimate is paid from the general funds allocated for financing the facilities.
In order to economically spend public funds allocated for the construction of facilities, the following requirements must be met:
the number of staff of the customer - developer should not exceed the calculated headcount indicators according to Appendix No. 4;
wages must be determined in accordance with the current regulatory legal acts of Turkmenistan.
To determine the costs of maintaining the directorate during the construction of mixed investment objects (at the expense of budget funds and the own funds of organizations, enterprises and other legal entities and individuals), calculations are carried out in a similar manner, observing the proportions of spending budget allocations and investors’ own funds.
Application
construction and repair work
INDICES
changes in current prices for capital construction and major repairs to the base level
Name of work | Index |
Construction and installation work in all industries (except for water construction facilities, highways, utility networks and transport pipelines) | |
Equipment | |
Construction and installation work at water management facilities | |
Construction of utility networks and transport pipelines, including oil and gas pipelines | |
Construction of highways | |
Major repairs, major repairs of highways | |
Drilling work | |
Design and survey work | |
Other work not included in construction and installation work | |
Operational work | |
Wages | |
Operation of construction machinery and mechanisms (except for water management facilities) | |
Operation of construction machines and mechanisms |
Application
to the Procedure for determining the cost
construction and repair work
Limit rates for overhead costs for construction, installation, repair and construction work
Name of contractors | As a percentage of direct costs |
I. Construction and installation works | |
For enterprises, organizations and institutions : | |
Ministry of Water Resources of Turkmenistan | |
Ministry of Construction of Turkmenistan | |
Concern "Turkmenenergogurlushyk" | |
State concern "Turkmenavtoyollary" | |
Ministry of Trade and Foreign Economic Relations of Turkmenistan | |
Ministry of Communications of Turkmenistan | |
State concern “Turkmenneftegazstroy” | |
Association "Turkmenobahyzmat" | |
Other contractors, regardless of their form of ownership | |
II. Repair work | |
All contractors, regardless of ownership |
Application
to the Procedure for determining the cost
construction and repair work
Limit rates for overhead costs for installation and special construction work
Name of work | Overhead percentage |
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From the amount of funds for wages of workers of the main production | From the amount of direct costs |
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Equipment installation | |||
Installation of radio television and electronic equipment | |||
Laying and installation of communication networks | |||
Laying and installation of long-distance communication lines | |||
Electrical installation work | |||
Signaling, centralization, blocking and communication devices on railways | |||
Construction of aircraft landing aids and air traffic control systems at airfields | |||
Installation of metal structures | |||
Internal sanitary works | |||
Underground mining and capital works in industries | |||
Drilling and blasting works | |||
Drilling work on water |
Application
to the Procedure for determining the cost
construction and repair work
The number of employees of the customer-developer, depending on the volume of capital investments for the year
The volume of capital investments for the year in base prices, excluding value added tax | Number of employees |
Notes:
1. Intermediate numbers of numbers, if necessary, are determined by interpolation.
2. The number of staff of the customer-developer with an annual volume of capital investments exceeding 3 million manats increases by one for every 60 thousand manats of investments above the specified amount.
The text of this document in its original edition is brought in the Information Bank in accordance with the official publication of the Gosstroy of Russia (Moscow: Gosstroy of Russia, 2004) and differs from the text stored in the Ministry of Justice of Russia. For more details, see the information posted on the Methodology.
Resolution of the State Construction Committee of Russia dated 03/05/2004 N 15/1 (as amended on 06/16/2014) "On approval and implementation of the Methodology for determining the cost of construction products on the territory of the Russian Federation" (together with "MDS 81-35.2004...")III. General provisions for determining construction costs
III. GENERAL PROVISIONS FOR DETERMINING THE COST OF CONSTRUCTION
3.1. Estimated cost is the amount of money required to carry out construction in accordance with the design materials. The estimated cost is the basis for determining the size of capital investments, financing construction, forming contract prices for construction products, paying for completed contract (construction and installation, repair and construction, etc.) work, paying the costs of purchasing equipment and delivering it to construction sites, and also reimbursement of other costs from the funds provided for in the consolidated estimate.
3.2. During new construction, a complex of facilities for the main, auxiliary and service purposes of newly created enterprises, buildings and structures, as well as branches and individual production facilities is erected, which, after commissioning, will be on an independent balance sheet. New construction, as a rule, is carried out on vacant territories in order to create new production capacities.
3.3. When expanding existing enterprises, the construction of additional production facilities is carried out at a previously created enterprise, the construction of new and expansion of existing separate workshops and facilities for main, auxiliary and service purposes on the territory of existing enterprises or sites adjacent to them in order to create additional or new production capacities, as well as the construction of branches and production facilities included in them, which after commissioning will not be on an independent balance sheet.
3.4. During the reconstruction (reconstruction) of existing workshops of the enterprise and facilities of the main, auxiliary and service purposes, as a rule, without expanding the existing buildings and structures of the main purpose associated with improving production and increasing its technical and economic level and carried out under a comprehensive project for the modernization of the enterprise in order to increasing production capacity, improving quality and changing the range of products, mainly without increasing the number of employees while simultaneously improving their working conditions and environmental protection, the following measures can be carried out:
expansion of individual buildings and structures for main, auxiliary and service purposes in cases where new high-performance and more technically advanced equipment cannot be placed in existing buildings;
construction of new and expansion of existing workshops and auxiliary and service facilities;
construction on the territory of an existing enterprise of new buildings and structures of the same purpose to replace those being liquidated, the further operation of which, due to technical and economic conditions, is considered inappropriate.
3.5. The technical re-equipment of existing enterprises is considered as a set of measures to improve the technical and economic level of individual industries, workshops and areas based on the introduction of advanced technology and new equipment, mechanization and automation of production, modernization and replacement of outdated and physically worn out equipment with new, more productive ones, as well as improvement of general plant facilities and support services.
3.6. During the technical re-equipment of existing enterprises, the installation of additional equipment and machines on existing production areas, the introduction of automated control and monitoring systems, the use of radio, television and other modern means in production management, modernization and technical reorganization of environmental facilities, heating and ventilation systems, and the merger of enterprises can be carried out , workshops and installations to centralized sources of heat and electricity. In this case, partial reconstruction (strengthening load-bearing structures, replacing floors, changing the layout of existing buildings and structures, as well as other measures) and expansion of existing industrial buildings and structures, determined by the dimensions of the new equipment being placed, and expansion of existing or construction of new auxiliary and service facilities are allowed. (for example, warehouse facilities, compressor, boiler houses, oxygen stations and other facilities), if this is related to ongoing technical re-equipment measures.
3.7. Maintaining the capacity of an operating enterprise includes measures related to the constant renewal of fixed assets retired during production activities. This mainly applies to extractive industries and production.
3.8. Major repairs of buildings and structures include work to restore or replace individual parts of buildings (structures) or entire structures, parts and engineering equipment due to their physical wear and tear with more durable and economical ones that improve their performance.
Major repairs of external utilities and improvement facilities include repairs of water supply, sewerage, heat and gas and electricity networks, landscaping of courtyard areas, repair of paths, driveways and sidewalks, etc.
Preventive (current) repairs consist of systematically and timely work carried out to prevent wear of structures, finishing, engineering equipment, as well as work to eliminate minor damage and malfunctions.
3.9. The basis for determining the estimated cost of construction may be:
Customer's initial data for the development of estimate documentation, pre-project and design documentation, including drawings, statements of volumes of construction and installation work, specifications and statements of equipment requirements, decisions on the organization and order of construction adopted in the construction organization project (COP), explanatory notes to design materials , and for additional work - author’s supervision sheets and acts for additional work identified during the period of construction and repair work;
current estimated standards, as well as selling prices and transportation costs for materials, equipment, furniture and inventory;
individual decisions of public authorities related to the relevant construction site.
3.10. Estimated documentation is drawn up in a certain sequence, moving from small to larger construction elements, which represent the type of work (costs) - object - launch complex - construction phase - construction (construction) as a whole.
3.11. In relation to the preparation of estimate documentation, a construction project is considered to be a separate building (industrial building or workshop, warehouse, station, vegetable storehouse, residential building, club, etc.) or structure (bridge, tunnel, platform, dam, etc.) with all related facilities (galleries, overpasses, etc.), equipment, furniture, inventory, utility and auxiliary devices, as well as, if necessary, adjacent utility networks and general site work (vertical planning, landscaping, landscaping, etc. .p.).
If only one main purpose object is being built at the construction site according to the project, without the construction of auxiliary and auxiliary objects (for example: in industry - a workshop building for the main purpose; in transport - a railway station building; in housing and civil engineering - a residential building, a theater, a school building etc.), then the concept of “object” may coincide with the concept of “construction”.
3.12. The launch complex includes several facilities (or parts thereof) for main production and auxiliary purposes, energy, transport and storage facilities, communications, on-site utilities, amenities and other facilities that are part of the construction site or its phase, the commissioning of which ensures the production of products or the provision of services provided for by the project, and normal working conditions for service personnel in accordance with current standards.
3.13. The construction phase is considered a part of construction consisting of a group of buildings, structures and devices, the commissioning of which ensures the production of products or the provision of services provided for by the project. The construction phase may consist of one or more launch complexes.
3.14. The estimated cost of construction (repair) in accordance with the technological structure of capital investments and the procedure for carrying out the activities of construction and installation organizations may include:
cost of construction (repair and construction) work;
cost of equipment installation work (installation work);
costs of purchasing (manufacturing) equipment, furniture and inventory;
other costs.
3.15. To determine the estimated cost of construction of designed enterprises, buildings, structures or their queues, estimate documentation is drawn up, consisting of local estimates, local estimate calculations, object estimates, object estimate calculations, estimate calculations for individual types of costs, consolidated estimate calculations of the cost of construction (repair), cost summaries, etc.
3.16. Local estimates refer to primary estimate documents and are compiled for certain types of work and costs for buildings and structures or for general site work based on the volumes determined during the development of working documentation (DD).
Local estimate calculations are drawn up in cases where the scope of work and the amount of costs are not finally determined and are subject to clarification on the basis of the RD, or in cases where the scope of work, the nature and methods of their implementation cannot be sufficiently accurately determined during the design and are clarified during the construction process.
3.17. Object estimates combine data from local estimates for the object as a whole and refer to estimate documents on the basis of which contract prices for objects are formed.
Object estimate calculations combine data from local estimate calculations and local estimates for the object as a whole and are subject to clarification, as a rule, on the basis of RD.
3.18. Estimates for individual types of costs are drawn up in cases where it is necessary to determine the limit of funds for the entire construction project necessary to reimburse costs that are not taken into account by the estimated standards (compensation in connection with the seizure of land for development; costs associated with the use of benefits and surcharges, established by decisions of government bodies, etc.).
Consolidated estimates of the cost of construction (repair) of enterprises, buildings and structures (or their queues) are compiled on the basis of object estimates, object estimates and estimates for individual types of costs.
3.19. In cases where, along with industrial objects, design and estimate documentation is drawn up for objects of housing, civil and other purposes, it is recommended to draw up an estimate document (cost summary) that determines the cost of construction of enterprises, buildings, structures or their queues.
3.20. Simultaneously with the estimate documentation as part of the project (detailed design) and RD, a statement of the estimated cost of construction of facilities included in the launch complex, and a statement of the estimated cost of facilities and environmental protection work can be developed.
A statement of the estimated cost of the objects included in the launch complex (Appendix No. 2 to this Methodology) is recommended to be drawn up in the case when the construction and commissioning of an enterprise, building and structure is planned to be carried out by separate launch complexes. A statement of the estimated cost of construction of objects included in the launch complex is provided as part of the project (detailed design), and as part of the RD in cases where the estimated cost of objects and work is clarified according to working drawings. The specified statement includes the estimated cost of the objects included in the launch complex, as well as general site work and costs, while the numbering of objects, work and costs adopted in the consolidated estimate calculation is preserved.
In cases where a statement of the estimated cost of the objects included in the launch complex is not compiled, in the summary estimate, after the sum for the object estimates (estimates), the results for the chapters and the consolidated estimate, the amounts of the corresponding costs for the launch complexes are given in brackets.
3.21. When designing enterprises and structures, the construction of which is carried out in stages, separate object estimates related to the stage and full development, summary estimates of the cost of construction of each stage of construction and for full development (summary of costs for the full development of the enterprise) are compiled.
3.22. A statement of the estimated cost of objects and work to protect the natural environment (Appendix No. 2 to this Methodology) is compiled in the case when the construction of an enterprise, building and structure provides for measures to protect the natural environment. At the same time, as a rule, it retains the numbering of objects and works adopted in the summary estimate. The statement includes the estimated cost of objects and work directly related to environmental protection measures.
If two or more general contractors are involved in the construction, the estimated cost of work and expenses to be carried out by each general contractor is recommended to be drawn up in a separate statement drawn up in relation to the consolidated estimate.
Additional activities of contractors related to the organization of construction and installation work are reflected in the construction organization project and taken into account in the consolidated estimate.
3.23. To determine the estimated cost of construction of enterprises, buildings and structures (or their queues), it is recommended to draw up the following documentation:
as part of the project (working draft):
cost summary (if necessary);
summary estimate of the cost of construction (repair);
object and local estimate calculations;
estimates for certain types of costs;
as part of the working documentation (DD) - site and local estimates.
3.24. Estimate documentation is drawn up at the current price level.
In the estimate documentation it is allowed to indicate the cost of work in two price levels:
at the basic level, determined on the basis of the current estimated norms and prices of 2001;
at the current level, determined on the basis of prices prevailing at the time of drawing up the estimate documentation.
3.25. The estimate documentation is numbered in the following order.
The numbering of local estimates (estimates) is carried out during the formation of an object-based estimate (estimate), taking into account the number and name of the chapter of the consolidated estimate of the cost of construction in which it (she) is included.
As a rule, the numbering of local estimates (local estimate calculations) is carried out as follows: the first two digits correspond to the chapter number of the consolidated estimate calculation, the second two digits correspond to the line number in the chapter and the third two digits indicate the serial number of the local estimate calculation (estimate) in this object estimate calculation (estimate). For example: N 02-04-12. The numbers of object estimates (object estimates) according to such a numbering system do not include the last two digits corresponding to the numbers of local estimates (estimates). For example: N 02-04.
When drawing up estimates (calculations), the following methods for determining cost can be used:
resourceful;
resource-index;
base-index;
basic compensation ;
based on enlarged estimate standards, incl. a data bank on the cost of previously constructed or designed analogue facilities.
At resource method cost determination is carried out by calculating in current (forecast) prices and tariffs for resources (cost elements) necessary for the implementation of the design solution. Calculation is carried out on the basis of the need for materials, products, structures expressed in natural meters, data on distances and methods of their delivery to the construction site, energy consumption for technological purposes, operating time of construction machines and their composition, labor costs of workers. The specified resources are allocated from the design materials, various regulatory and other sources.
Resource index method provides for a combination of the resource method with a system of indexes for resources used in construction.
Basis-index method determining the cost of construction is based on the use of a system of current and forecast indices in relation to the cost determined in the basic price level.
At various stages of the investment process, a system of current and forecast indices is used to determine the value at the current (forecast) price level.
To convert the base cost into current (forecast) prices, the following indices can be used:
To items of direct costs (per complex or by type of construction and installation work);
To the results of direct costs or the full estimated cost (by types of construction and installation work, as well as by sectors of the national economy).
The index consists of integers and two decimal places.
To link unit prices to local construction conditions, it is allowed to develop and apply territorial coefficients to federal unit prices (FER-2001).
Bringing current (forecast) prices to the level is carried out by multiplying cost elements or totals of the base cost by the corresponding index, followed by summing up the results in the corresponding columns of the estimate document, while in order to recalculate the cost of operating machines to the appropriate price level, it is recommended to use the index for operating machines, and to remuneration of machine operators, included in the cost of operating machines - index for labor remuneration.
At method of using a data bank on the cost of previously constructed or designed objects cost data on previously constructed or designed similar buildings and structures is used.
4.4. Local estimate calculations (local estimates)
Local estimates for certain types of construction and installation work are compiled based on the following data:
parameters of buildings, structures, their parts and structural elements adopted in design decisions;
the scope of work accepted according to the bills of quantities;
nomenclature, quantity of furniture, inventory taken from custom specifications, statements;
current estimated standards, as well as market regulated prices and tariffs for products
Local estimates can be prepared :
1. for buildings, structures:
for construction work,
for special construction work,
for installation and purchase of equipment;
2.for general site works:
to a vertical layout,
for the installation of utility networks,
for improvement of the territory, paths, roads;
on small architectural forms.
In local estimate calculations, data is grouped into sections according to individual structural elements of buildings, types of work and devices. The grouping order must correspond to the technological sequence of work and take into account the specific features of individual types of construction.
Local estimates may contain the following sections:
1. For construction work:
ceilings, partitions;
floors and bases;
covering and roofing;
filling openings;
landing stairs;
finishing works;
various works
earthworks;
foundations and walls of underground parts;
2 ) . For special construction work:
foundations for equipment;
special grounds;
chem. protective coatings;
3). For equipment installation:
acquisition and installation of technological equipment;
process pipeline;
The cost determined as a result of the local estimate includes:
direct costs
overhead
estimated profit.
Direct costs included in local estimates (estimates) are accepted:
when determining the estimated cost of work at the basic price level:
according to Federal Unit Prices (FER-2001), Industry Unit Prices (OER-2001), Territorial Unit Prices (TER-2001)
when determining the estimated cost of work using the resource (resource-index) method, calculation is carried out in current (forecast) prices for the main types of resources used in construction.
Overhead costs are standardized as a percentage of the estimated costs of paying workers (builders and machine operators) as part of direct costs.
To determine the cost of construction at various stages of the investment process, it is recommended to use a system of overhead cost standards, which, according to their functional purpose and scale of application, are divided into the following types:
– consolidated standards for the main types of construction;
It is advisable to use aggregated overhead cost standards for the main types of construction to develop investor estimates and at the stage of preparing tender documentation when conducting contract bidding.
When using aggregated overhead cost standards for types of construction, overhead costs are accrued at the end of the estimate (calculation) after the total of direct costs.
– consolidated standards for types of construction, installation and repair work;
Overhead cost standards for types of construction and installation work should be applied at the stage of developing working design and estimate documentation, as well as when paying for work performed.
Accrual of overhead cost standards by type of construction, installation and repair work is carried out for work packages.
– individual standards for a specific construction and installation or repair and construction organization.
Individual overhead rates for contractors are determined on the basis of the estimated costs required to manage, organize and maintain the construction process, and must take into account the actual conditions of a particular construction project.
Estimated profits are normalized as a percentage of the estimated costs of paying workers (builders and machine operators) as part of direct costs.
The amount of estimated profit is determined from the wage fund (payroll) of workers based on:
industry-wide standards established for all performers of work used in the preparation of investor estimates;
When determining the estimated cost of construction and installation work, the industry-wide standard of estimated profit is 65% of the amount of funds for wages of workers (builders and machine operators) and is used to perform general economic calculations in the investment sphere.
The industry-wide standard for estimated profit as part of the estimated cost of repair and construction work is 50% of the amount of funds for remuneration of workers (builders and machine operators).
It is more expedient to use industry-wide standards of estimated profit for the development of investor estimates, feasibility studies of projects and determination of the initial (starting) price of the subject of the competition during contract bidding.
standards for types of construction and installation work used in the preparation of local estimates (estimates);
When determining the estimated cost of construction and installation work at the stage of developing working documentation and making payments for work performed, estimated profit standards for types of construction and installation work are applied.
individual standards for a specific contractor (with the exception of construction projects financed from the federal budget).
In cases where the conditions of work differ from those accepted in the average standards and the profit calculated on the basis of industry-wide standards does not cover the costs of the contractor in agreement with the customer - developer, it is recommended to develop and apply an individual standard of estimated profit (with the exception of construction projects financed from federal budget).
Accrual of overhead costs and estimated profit when preparing local estimates: without dividing into sections (done once at the end of the estimate); when formed by sections (at the end of each section).
The cost of work in local estimates (estimates) as part of the estimate documentation can be given in two price levels:
When applying the resource (resource-index) method, the following resource indicators are identified as initial data for determining direct costs in local estimates (estimates):
labor intensity of work (person-hours) to determine the wages of workers performing the relevant work and servicing construction machines;
time of use of construction machines (machine-hours);
consumption of materials, products (parts) and structures (in accepted physical units of measurement: m3, m2, t, etc.)
To highlight resource indicators, GESN-2001 and design materials (as part of projects, RD) on required resources can be used, including:
statements of material requirements (hereinafter - VM) and consolidated statements of material requirements (hereinafter - SVM), compiled separately for structures, products and parts (specifications) and for other building materials necessary for the production of construction, special construction and installation works on the basis of state elemental estimate standards;
data on the labor costs of workers and the time of use of construction machines, given in the section of the project “Construction organization” (in the construction organization project - POS, in the work organization project - POR or in the work execution project - PPR).
To determine the estimated cost of work using the resource method, it is recommended to use local resource sheet forms and local estimates.
The resource method is the most labor-intensive, but allows for maximum calculation accuracy. Drawing up resource estimates for large objects with a large range of resources is possible only with the use of a computer and special programs.
The difficulty is :
1. the need to set prices for 1000 resource materials;
2. it is difficult to take into account increased tariff rates when performing work with difficult and harmful working conditions;
3. difficulties arise when calculating the average level of work according to the estimate or section;
4. calculation of drivers' OT through labor costs.
The use of the resource method is effective in the case of a limited number of works with a small range of resources.
Performed by organizations, regardless of their form of ownership, carrying out construction with the involvement of funds from the federal budget, budgets of constituent entities of the Russian Federation, municipal budgets, extra-budgetary funds and other sources of financing.
1.3. Basic prices in the Directories are set depending on the natural indicators of design objects (power, length, capacity, area, etc.) or on the total cost of construction.
1.4. The prices given in the Directories are set in accordance with the composition and requirements for the content of sections of project documentation for the construction of enterprises, buildings, structures, provided for by Decree of the Government of the Russian Federation of February 16, 2008 No. 87 “On the composition of sections of project documentation and requirements for their content "(Collected Legislation of the Russian Federation, 2008, No. 8, Art. 744).
1.5. The Directories contain prices for individual design of capital construction projects of buildings and structures, using drawings of standard (reusable) products and assemblies for individual elements of building structures.
1.6. The prices in the Directories take into account the costs of developing design and working documentation, excluding value added tax.
1.7.1. Production of demonstration materials (except for demonstration models).
1.7.2. Participation of the design organization together with the customer in the coordination of finished project documentation with government agencies and local governments.
1.7.3. Protection of project documentation in expert and approving authorities.
1.8. The comprehensive prices of the Handbooks for the development of design and working documentation do not take into account the costs of:
1.8.1. Development of design solutions specified in the design assignment in several options, with the exception of variant studies for selecting optimal design solutions.
The development of additional options for individual technological, structural, architectural and other solutions is established in the design assignment, where the sections (or subsections) of the design documentation for which the development of these options and the initial data necessary for their development must also be determined.
The degree of development of additional options is established in agreement with the customer. In the process of developing both the main and additional options, variant development of design solutions is carried out.
1.8.2. Development of solutions for monumental and decorative design of enterprises, buildings and structures. Such work, in cases where it is provided for in the design assignment, is carried out, as a rule, by art fund organizations under separate contracts and prices.
1.8.3. Making changes to design and working documentation (with the exception of correcting errors made by the design organization). The execution of the specified work must be provided for in a separate order of the customer and paid additionally.
1.8.4. Development of detail drawings of metal structures (DM) and prefabricated process pipelines. The costs of a design organization that develops concrete design drawings according to a separate order from the customer are determined on the basis of cost calculations and are paid additionally.
1.8.5. Carrying out surveys and measuring work at facilities subject to reconstruction, expansion and technical re-equipment. The cost of such work is determined according to the relevant Directories, or by calculating the cost in accordance with cost calculation.
1.8.6. Development of design documentation for custom-made equipment, in addition to drawing up initial requirements for the design of this equipment.
1.8.7. Business trips. The base prices of the Directory do not take into account the costs of business trips, including the costs of administrative personnel, if the trips of this personnel are directly related to the design of the facility. The limit on travel expenses is taken into account in the estimate for design work for construction.
1.8.8. Development of work projects (WPP).
1.8.9. Development of working documentation for the construction of temporary buildings and structures for the needs of construction organizations.
1.8.11. Scientific research and experimental work.
1.8.12. Development of automated enterprise management systems (APCS) and automated process control systems (APCS). The base price for the design of automated control systems and automated process control systems is determined according to the relevant price documents for the development of the specified technical documentation.
1.8.13. Development of the section “Civil defense measures and measures to prevent natural and man-made emergencies.” The base price for the development of the specified section is determined according to the relevant Directory.
1.8.14. Carrying out work to assess the environmental impact of a capital construction project (EIA). The cost of work is determined in the manner established in the relevant Directories.
1.9. The distribution of the base price for the development of design and working documentation is carried out, as a rule, in accordance with the indicators given in Table 1, and can be specified by agreement between the contractor and the customer.
Table 1
|
Types of documentation |
Percentage of base price |
|
Project documentation |
|
|
Working documentation |
|
|
TOTAL |
1.10. If the design assignment provides for the simultaneous development of design documentation and partial development of working documentation, then the total percentage of the base price is determined by agreement between the construction customer and the design organization, depending on the architectural, functional-technological, constructive and engineering solutions contained in the design documentation , as well as the degree of their detail.
1.11. When performing design work, in a reduced composition of sections and scope of work provided for by the current regulatory documents (Decree of the Government of the Russian Federation of February 16, 2008 No. № 87 , of these Guidelines, etc.), their price, regardless of how it is determined, is determined by the prices for the development of design and working documentation using a reduction factor, the size of which is established by the contractor in agreement with the customer, in accordance with the labor intensity of the work and the relative cost of developing sections design and working documentation.
1.12. When determining the initial (maximum) contract price for design work, in addition to their cost determined at the time of the competition (auction), it is recommended to use a deflator index established by the Ministry of Economic Development of Russia, valid for the middle of the standard design period.
1.13. The Directories present the recommended relative costs of developing sections of design and working documentation (as a percentage of the base price), which can be specified for divisions (departments) of a design organization, when designing a specific object, within a certain total design cost, depending on the labor intensity of the work performed. works
2. The procedure for determining base prices for design work
2.1. The procedure for determining the base price depending on the natural indicators of design objects
2.1.1. The base price for the development of design and working documentation is determined by the formula:
C = (a + in)´ TO i ,
Where
« A" And " V» - constant values for a certain interval of the main indicator of the designed object, in thousand rubles;
X- the main indicator of the designed object;
TO i - coefficient reflecting inflationary processes in design at the time of determining the price of design work for the construction of an object.
2.1.2. The prices of the Directories for the development of design and working documentation for enterprises, workshops, buildings and structures take into account the cost of designing all on-site engineering networks, communications, structures and devices (electricity, water supply, sewerage, heat supply, etc.), including the connection of workshops, buildings and structures to them , as well as diagrams of the planning organization of the land plot (master plan and landscaping) within the construction site.
If the price in the Directory is set for the development of design and working documentation for the main production (without taking into account auxiliary, as well as on-site engineering networks and structures), the total cost of design is determined by a set of cost indicators for the design of main and auxiliary facilities.
The cost of designing off-site construction of utility networks and communications is not included in the prices and is determined additionally.
2.1.3. If the designed object has a key indicator value less than the minimum or more than the maximum indicators given in the price tables of the Directories, the price for developing design and working documentation is determined by extrapolation in accordance with the formula given in and to these Guidelines. This provision also applies to positions when in the price table the words “up to” and “above” appear before the minimum and after the maximum indicator, respectively. In cases where the accepted indicator is less than half the minimum or more than double the maximum indicator given in the table, the base price of design work is determined in the manner established by paragraph 2.1.4 of these Guidelines.
2.1.4. The price of developing design and working documentation for the construction of facilities for which prices are not given in the Directories and cannot be accepted by analogy is determined by calculating the cost in accordance with cost calculation (form 3P).
2.2. The procedure for determining the base price from the total cost of construction
2.2.1. The base price for the development of design and working documentation is determined from the total cost of construction of the entire complex of buildings (structures) or facility, determined according to the consolidated estimate of the cost of construction, depending on the categories of complexity of the design objects.
2.2.2. The cost of construction can be determined:
Using analogue objects, taking into account their comparability;
According to the aggregated indicators of the estimated cost per 1 sq.m of total area, 1 cubic meter of building volume, 1 m (km) of highway, 1 hectare of development, per unit of power, productivity, etc.
By type or complex of work.
2.2.3. The price for developing design and working documentation is determined using tables corresponding to the functional purpose of capital construction projects.
2.2.4. The base price of project documentation is determined by the formula:
Where:
|
WITH |
Base price of design and working documentation in current prices; |
|
WITH 01 |
Base price of design and working documentation as of 01/01/2001; |
|
Page 01 |
Construction cost as of 01/01/2001 |
|
a |
Percentage of the base price of the total construction cost in 2001 prices (Handbook table). |
|
TO i |
A coefficient reflecting inflationary processes in design at the time of determining the price of design work. |
To recalculate the cost of construction of facilities from the price level as of 01/01/2000 to the price level as of 01/01/2001, a coefficient of 1.25 is adopted.
2.2.5. When the project being designed has a construction cost value that is between the indicators given in the table, the base price for the development of design documentation is determined by interpolation. If the cost of constructing an object is less or more than the extreme cost indicators given in the price table, the base price of the design work is accepted in the amounts established for the extreme indicators without extrapolation downwards or upwards.
2.2.6. In the event that the volume of construction and installation work on a construction project is less than 60% of the total construction cost, the following coefficients are applied to the prices of design work:
up to 50% - 0.95;
up to 40% - 0.9;
up to 30% - 0.8;
up to 20% - 0.7.
2.2.7. If the contract for the execution of design work provides for an open contract price, then the cost of design work is recommended to be clarified based on the cost of construction determined as a result of the design.
2.2.8. When determining the base price, coefficients that take into account complicating factors ( , and these Guidelines) are not applied.
3. The procedure for determining the cost of design work, taking into account additional factors affecting the complexity of design
3.1. The price for developing design and working documentation using the mock-up design method is determined according to the prices of the Directories using increasing factors. If there are no established increasing coefficients in the Directories, the price of developing project documentation using the specified method is determined by applying the following coefficients to the base price: project documentation - 1.05; working documentation - 1.1.
3.2. The price of linking standard or reused design documentation, without making changes to the above-ground part of the building, is determined according to the prices of the Directories using coefficients from 0.2 to 0.35. At the same time, the minimum size of the coefficient is accepted when linking an object without making any changes to the above-ground and underground parts of the building. The price of linking standard or re-used design documentation with amendments to it in the underground and above-ground parts is determined at the prices of the Directories using a general coefficient of up to 0.8, depending on the labor intensity of the work. The approximate volumes of work for the development of individual elements of buildings and structures as a percentage of the design cost are given in these Guidelines.
3.3. The price of developing design and working documentation for the construction of objects classified as especially dangerous, technically complex and unique capital construction projects is determined according to the prices of the Directories, while a coefficient of up to 1.5 is applied to the cost of those types of design work, the development of which becomes more complicated, for with the exception of Directories, which establish a special procedure for calculating the price of the specified work.
3.4. The price for developing design and working documentation for the reconstruction of existing enterprises, workshops, buildings and structures is determined at the prices of the Directories, based on the value of the main indicator of the designed object, which must be achieved as a result of its reconstruction, technical re-equipment, using a coefficient of up to 1.5, established by the design organization in agreement with the customer. For objects classified as especially dangerous, technically complex and unique objects capital construction - up to 2.0.
3.5. The price for developing design (working) documentation for major repairs of facilities is determined according to the relevant Directories of basic prices.
If it is impossible to use the specified Directories, the price of design work for major repairs of objects can be determined using the Directories of basic prices for design work for new construction conditions, in which the cost of design work is determined from the physical indicators of the designed objects, using a reduction factor that takes into account the volume of work on capital repairs and a reduction factor that takes into account the volume, composition of sections and completeness of the development of technical documentation for major repairs in comparison with the composition of sections and the volume of documentation developed for new construction (these Guidelines).
3.6. When drawing up local estimates using the resource method, if there is no centralized data bank on the current cost of resources in the construction region, an increasing factor of 1.1 is applied to the cost of developing estimate documentation.
3.7. The price of developing design and working documentation for the construction of enterprises, buildings and structures in difficult conditions is determined at the prices of the Directories with the following coefficients applied to the cost of design work, for the development of which special requirements are established by the relevant regulatory documents:
|
Factors that complicate design |
Odds |
|
Permafrost, subsidence, swelling soils; karst and landslide phenomena; location of the construction site above mine workings, in flooded areas, etc. |
1,15 |
|
Seismicity 7 points |
1,15 |
|
Seismicity 8 points |
1,20 |
|
Seismicity 9 points |
1,30 |
If there are two or more complicating factors, coefficients are applied for each factor.
3.8. The price of designing enterprises, buildings and structures with the installation of imported main technological equipment used by the design organization for the first time is determined according to the prices of the Directories; in this case, to the cost of types of design work, the development of which is complicated due to the use of the specified equipment, in agreement with the customer, a coefficient of up to 1.3 is applied.
3.9. The costs of design organizations associated with their performance of the functions of a general designer and supervision of design work transferred to subcontract are determined in the amount of up to 2% of the price of development of design and working documentation transferred to subcontracted design organizations, and are paid additionally.
3.10. The prices of the Directories take into account the cost of 4 copies of design and working documentation transferred to the customer. The cost of copies of design products issued at the request of the customer in excess of the specified quantity is determined in addition to the base price.
3.11. When determining the base design price according to the Reference Books of base prices for design work for construction, in the event that, at the request of the customer, the design time established in the design assignment is reduced compared to the standard ones, it is recommended to apply the following increasing factors:
3.12. Instructions for the use of prices and correction factors given in one Directory are not allowed to be used when determining the cost of design work in other Directories.
3.13. The cost of developing design and working documentation, carried out in accordance with the relevant regulatory documents governing the design of facilities for construction abroad, is determined taking into account complicating factors:
|
No. |
Complicating Factors |
Development cost ratios |
|
|
Project documentation |
Working documentation |
||
|
Translation of text materials of technical documentation, inscriptions on drawings into a foreign language |
1,05 |
||
|
Translation of materials from a foreign customer into Russian |
1,03 |
1,03 |
|
|
Double checking of calculations, drawings and specifications, calculations of the volume of work, estimate documentation and other design materials, production of duplicate copies, increased requirements for the design and packaging of project documentation |
|||
|
Other factors influencing the increase in labor intensity of design work: |
|||
|
Current frequency and voltage, difference in permissible limits of fluctuations in current frequency, different from the Russian Federation (to the cost of designing electrical equipment, power supply, low currents, and, if necessary, other sections) |
1,05 |
||
|
Dry or humid tropical climate |
1,15 |
||
|
Development of design documentation taking into account the use by the design organization for the first time of equipment and materials purchased in the customer’s countries or supplied from third countries |
|||
|
Application of foreign norms and standards for materials and equipment, performing structural calculations based on them, etc., specified by the customer in the design assignment |
1,15 |
||
|
Additional requirements for design and working documentation for the construction of facilities on contract terms, including the preparation of specifications for equipment and materials of temporary import |
|||
Note - Increasing factors are applied to the cost of sections of project documentation or their parts, the development of which is more complicated.
3.14. When determining the cost of design work at the prices of the Directories in the presence of several complicating factors and in connection with this the application of several coefficients greater than one, the overall increasing coefficient is determined by summing their fractional parts and one. When determining the cost of design work using several coefficients less than one, the overall reduction coefficient is determined by multiplying them.
3.15. Costs of design organizations located in areas in which, in accordance with current legislation, payments are made due to regional regulation of wages, incl. payments according to regional coefficients, as well as wage supplements for continuous work experience and other benefits provided for by law in the regions of the Far North and equivalent areas, are determined additionally by introducing increasing coefficients to the total base price, established on the basis of relevant substantiating calculations performed the design organization itself.
Appendix No. 1
Extrapolation and interpolation when calculating the price of design work
In the case when the designed object has a basic indicator value less than the minimum or more than the maximum indicator given in the table of the Reference Prices, the basic design price is determined by extrapolation; in this case, the amount of adjustment to the price decreases by 40%, i.e. When calculating, the indicator of the designed object Xtarget is taken with a coefficient of 0.6.
If the power indicator of an object is less than the table indicator, the base price of its design is determined by the formula:
C = a + b´ (0,4 ´ X min + 0,6 ´ X ass ),
Where:
If the power indicator of an object is greater than the table indicator, the base price of its design is determined by the formula:
C = a + b´ (0,4 ´ X max + 0,6 ´ X ass ),
Where:
In the case when the table shows only the value “a”, and the designed object has an indicator value that does not coincide with those given in the table, the base price of its design is determined by interpolation or extrapolation; when extrapolating downward or upward, the value of the correction to the price is reduced by 40% (when calculating the value of the correction, a reduction factor is introduced TO=0,6).
Appendix No. 2
Examples of determining the base price design of objects, whose indicators are higher, lower or are between the indicators given in the tables of the directory
Example 1. In the case when the table in the Reference Price Guide shows the values “a” and “b”.
|
No. |
Unit of measurement of the main indicator of an object |
|||
|
Sewage sludge incineration facilities with capacity, thousand m 3 /year: |
||||
|
from 25 to 60 |
1 thousand m 3 /year |
66,5 |
||
*) The table indicators are accepted conditionally
1.1. It is required to determine the base price for designing sewage sludge incineration facilities with a capacity of 15 thousand m 3 /year. The base price is determined by the formula:
C = a + b´ (0,4 ´ X min + 0,6 ´ X ass ),
Where
AAnd V- constant values taken from the table of the minimum value of the indicator;
X min - the minimum indicator given in the table;
X ass - a given indicator of the designed object.
Calculation example: 66,5 + 1,2 ´ (0,4 ´ 25 + 0,6 ´ 15) = 89.3 thousand rubles
1.2. It is required to determine the base price for designing sewage sludge incineration facilities with a capacity of 80 thousand m3/year. The base price is determined by the formula:
C = a + b´ (0,4 ´ X max + 0.6´ X ass),
Where
AAnd V- constant values taken from the table of the maximum value of the indicator;
X max - the maximum indicator given in the table;
X ass - a given indicator of the designed object.
Calculation example: 66,5 + 1,2 ´ (0,4 ´ 60 + 0,6 ´ 80) = 152.9 thousand rubles
Example 2. In the case when only the value “a” is given in the table of the Reference Price Guide.
The Directory of basic prices for design work provides a table:
|
No. |
Name of the design object |
Unit of measurement of the main indicator of the object |
Constant values of the base price for the development of design and working documentation, thousand rubles. |
|
|
Wash water treatment facilities with capacity, m 3 /day. |
||||
|
1 m 3 /day. |
||||
|
- “ - |
||||
|
................... |
......... |
......... |
||
|
................... |
......... |
......... |
||
|
40000 |
219,4 |
|||
|
80000 |
369,1 |
|||
2.1. It is required to determine the base price for designing a wash water treatment facility with a capacity of 100 m 3 /day.
Calculation example: thousand rubles
2.2. It is required to determine the base price for designing a wash water treatment facility with a capacity of 300 m 3 /day. Interest
I. Underground part of the building
Foundations, except piles, with changes in size
Foundations, except piles, with a change in type
Pile foundations
II. Aboveground part
Facades without reworking the heating project
12,5
Walls with changes in material or thickness or design
Floors with changes in design, type or layout of panels
Redevelopment of premises
Redesigned floors
Interior decoration
Staircase-elevator unit with changes in elevator structures
Windows
Roof with design changes
Inputs
