What is a consolidated budget? Calculation of the estimated cost of a major overhaul Estimated calculation for a major overhaul.

Features of the definition estimated cost capital/current repair and reconstruction of buildings and structures

POS, POKR - Major overhaul organization projects should serve as a basis for resolving issues of organizational and technical preparation and implementation of repairs, distribution of costs for repairs and repair and construction works(commodity construction products) by calendar periods (quarters, months), taking into account the requirements for the duration of repairs and provision of a backlog, and should be taken into account when justifying the estimated cost of repairs.

PPR - Projects for the production of works should be developed in order to ensure the optimal organization of repair and construction production through the use of the most effective methods for performing repair and construction work, which contribute to reducing their cost and labor intensity, reducing the duration of repairs and production time certain types work, increasing the use of construction machinery and equipment, improving the quality of work, as well as ensuring safe working conditions and preserving the natural environment.

Implementation of a major overhaul without an approved project for the organization of a major overhaul and a project for the production of worksForbidden.

The document determining the procedure for the implementation of reconstruction, overhaul of buildings for socio-cultural and communal purposes is VSN 58-88r, approved by order State Committee on architecture and urban planning under the State Construction Committee of the USSR dated November 23, 1988 No. 312. The procedure for the implementation of a major overhaul industrial buildings and structures is set out in the "Regulations on the conduct of scheduled preventive maintenance of industrial buildings and structures" (MDS 13-14.2000), approved by the Decree of the USSR Gosstroy of December 29, 1973 No. 279.

The classification of the overhaul is given in accordance with the "Instruction on the composition, development procedure, coordination and approval of design and budget documentation for the overhaul of residential buildings ”(MDS 13-1.99), put into effect by the Decree of the Gosstroy of Russia dated December 17, 1999 No. 79.

A precise definition of the types of overhaul is required. Non-observance of the correct name of the estimate documentation for major repairs by its types leads to conflict situations when checking the correctness of the application estimated standards, accrual of limited costs, allocation of costs to accounting, calculation and payment of taxes. For example, during a complex overhaul of an object, estimate documentation for the repair of external engineering networks and landscaping of the courtyard area, i.e. everything that is within the so-called "red lines" of the development of the object, all of it will be included in the consolidated budget calculation the cost of capital repairs and, consequently, the norms of limited costs will be applied according to the relevant tables, as a comprehensive major overhaul of the building as a whole. But if the same external engineering networks and landscaping are repaired as independent objects (according to the third type of overhaul), then the standards for limited costs will be different, characteristic only of the third type of overhaul.

The procedure for financing, planning and determining the cost of reconstruction and overhaul varies significantly.

Reconstruction carried out at the expense capital investments, whose source is mainly own funds enterprises formed at the expense of depreciation and net profit; sometimes it is possible to allocate budgetary funds.

Overhaul financed from the current (working) funds of enterprises and organizations - owners of buildings and structures. Overhaul costs are written off to the cost of products (works, services).

If under the name of the project "Overhaul" reconstruction measures are being taken tax authorities, having discovered this during inspections, they consider it a fact of concealing profits from taxation and apply penalties to customers.

Therefore, projects should be checked for compliance with changes in object parameters.

At reconstruction the profile of the enterprise, production volumes, product range, purpose of buildings, their volumes and areas, capacity, throughput, etc. may change.

At overhaul buildings, their basic parameters should remain unchanged.

The procedure and features of the application of federal unit rates for repair and construction work during major repairs are given in MDS81-38.2004, during reconstruction are given in MDS81-36.2004. In accordance with these documents, Guidelines for the use of TERr-2001 and TER-2001 have been developed. When compiling estimate documentation for the overhaul of residential buildings, one should use the “Instructions on the composition, procedure for development, coordination and approval design and estimate documentation for the overhaul of residential buildings "(MDS 13-1.99).

Features of drawing up estimates for the reconstruction and overhaul of buildings and structures are associated with the need to use not only regulatory framework for repair and construction work, but also collections of estimated norms and unit prices for construction and installation work.

When drawing up estimate documentation for major repairs, first of all, prices (norms) intended for major repairs should be applied, i.e. rates (norms) of the relevant collections TERr (FERr) -2001, GESNr-2001. Dismantling (dismantling) works not provided for in them, but occurring during the overhaul of buildings, are evaluated according to the collection TER (FER) -2001, GESN-2001 No. 46 "Works during the reconstruction of buildings and structures." In the absence of the necessary prices (norms) in this collection for the dismantling of structures, the costs of these works should be taken into account in the estimate documentation for the corresponding unit prices of the collections TER (FER) -2001 and GESN standards-2001 for the installation (arrangement) of structures without taking into account the cost (expenditure) of material resources. At the same time, to the costs and remuneration of construction workers, to the costs of operating construction machines and vehicles the following ratios should be applied:

a) when dismantling prefabricated concrete and reinforced concrete structures - 0.8;

b) the same, prefabricated wooden structures -0.8;

c) the same, internal sanitary facilities (water supply, gas pipeline, sewerage, drains, heating, ventilation) - 0.4;

d) the same, external networks of water supply, sewerage, heat and gas supply - 0.6;

e) the same, metal structures - 0.7.

Coefficients to the cost of dismantling (dismantling) of prefabricated reinforced concrete, concrete and metal structures are established from the condition of their dismantling (dismantling) in loose condition, freed from embedding in walls and other structures, as well as from welding or other fastening with other structural elements.

The costs of dismantling or removing structures from their working position, releasing structures from fastening and removing loads, as well as subsequent installation, are not taken into account by the prices of the FER-2001-46 collection. In those cases when, during the dismantling (dismantling) of concrete, reinforced concrete, or metal structures, it becomes necessary to supply scaffolding to support the dismantled (dismantled) structures during their dismantling (dismantling), directly in local estimates according to the prices of the collection FER-2001-09 " Metal constructions» additional works on installation and dismantling of supporting scaffolding are taken into account.

When determining the costs for the installation of structures after removal from the working position, Part 9 is applied to the norms of the GESN coefficient 0.65, which takes into account the reduction in costs due to the elimination preparatory work and pre-assembly.

In the presence of fixed structures, additional costs associated with punching and sealing grooves, nest niches in existing structures into which dismantled (disassembled) structures are fixed, as well as cutting embedded parts or metal structural elements to which they are welded, should be taken into account additionally in local estimates based on design decisions or survey reports.

The technical parts of the collections contain instructions on the procedure for applying prices, rules for determining the scope of work and coefficients that take into account the performance of work in conditions that differ from those accepted in the prices of this collection. Each collection should be applied taking into account the instructions for the use of unit rates common to collections of this type of work.

The cost of changing structures that are not provided for in TERr (FERr) -2001, GESNr-2001, but encountered in the course of repair and construction work, are determined in the following order:

• dismantling of structures - according to the collections TER (FER) -2001, GESN-2001 No. 46 "Work during the reconstruction of buildings and structures";
• installation of new structures - according to the corresponding prices of the collections TER (FER) -2001, GESN 2001 for construction work.

When dismantling the equipment, the value of the specified coefficient depends on its further use.

• So, if further use of the equipment is expected after its long-term storage, a coefficient of 0.7 is taken,
• without the need for storage - 0.6.
• The specified provision also applies to work on the dismantling of the cable with its subsequent installation along a new route (rerouting); the equipment is not subject to further use (intended for scrap) with disassembly and cutting into parts - 0.5;
• the same, without disassembly and cutting - 0.3;
• if the dismantled equipment is not subject to further use, then when it is disassembled and cut into pieces, a coefficient of 0.5 is taken;
• and without disassembly and cutting - 0.3.

These coefficients do not apply to the cost of material resources taken into account during the installation of equipment. The consumption of material resources actually used during the dismantling of equipment is taken into account additionally when drawing up a local estimate for dismantling (in fact, for similar types of work).

When determining the estimated cost of dismantling equipment by applying reduction factors to the cost of installation (excluding the cost of material resources), additionally, only those types of work that were not provided for in the scope of work and taken into account in the norm (price) for the installation of this type of equipment can be additionally taken into account. The rates (prices) for the installation of luminaires take into account the installation of brackets and the connection of luminaires, therefore, when determining the cost of dismantling luminaires, the dismantling of brackets and disconnecting the luminaire from the network are not additionally taken into account.

Table norms. 46-02-007 provides for the performance of work with a masonry volume in one place up to 15 m3. For large volumes of masonry, GESN part 8 "Constructions made of bricks and blocks" should be used. In the cases provided for by the project, when it is required to tie up the new masonry with the old one, the punching should be additionally normalized.

The norms of the collection 46 for punching and drilling holes in new construction may be applied in exceptional cases in the prescribed manner.

Norms collection 46 for the dismantling of individual structural elements, punching and sealing of openings, holes, nests and furrows are not subject to adjustment depending on the brand of concrete, type of brick and grades of solutions in concrete, reinforced concrete and stone structures.

Norms collection 46 for the dismantling of concrete, reinforced concrete and stone structures provide for the production of work in separate places using manual mechanisms and devices (jackhammers, etc.). Structural dismantling costs in another way should be determined by calculations and calculations in accordance with the project.

In accordance with clause 4.7. "Methods for determining the cost of construction products in the territory Russian Federation"(MDS 81-35.2004) work performed during the repair and reconstruction of buildings and structures, similar to technological processes in new construction (including the cost of erecting new structural elements) and not taken into account in GESNr-2001 (FERr (TERr) -2001), should be normalized (determined) according to the relevant norms (prices) of GESN (FER, TER) (except for the norms (prices) of the collection of GESN (FER, TER) No. 46 “Work during the reconstruction of buildings and structures”) for construction work using coefficients:

• to labor costs (wages) of construction workers -1.15;
• to the costs of operating machines (including the costs of labor (remuneration) of machinists) - 1.25.

PM item 1.46.24. The costs for the erection of new structural elements in buildings and structures under reconstruction, regardless of the conditions for the production of work, should be determined according to the relevant HESN (except for the HESN part 46) using the coefficients:

• to labor costs of construction workers - 1.15;
• the cost of operating machines - 1.25.

The specified coefficients are averaged and are intended to adjust the cost part of the norms (prices) for construction work in connection with a change in the method of performing work in reconstructed or repaired buildings and structures. The scope of work for the "repair of buildings and structures" is given in clause 3.8. MDS 81-35.2004.

In the event that the construction (repair) organization project justifies the cramped conditions for dismantling work, then the recommended coefficients for the remuneration of workers and for the costs of operating machines apply to loading operations. For the costs of transporting structures from dismantling, construction debris, etc. outside the construction of the facility, as well as the costs of unloading these materials outside the construction site (overhaul site), the above coefficients do not apply.

These coefficients are not applied when using the collections TERm-2001 (FERm-2001), GESNm-2001 and TERp-2001 (FERp-2001), GESNp-2001.

In accordance with clause 3.4. MDS 81-38.2004 and clause 4.7. MDS 81-35.2004 when performing work in existing buildings and structures similar to processes in new construction, it is possible to simultaneously apply coefficients of 1.15 and 1.25 with coefficients taking into account the conditions of work and complicating factors given in Appendix 3 to these instructions and in Appendix 1 to Methodology MDS 81-35.2004.

Unit rates and norms for repair and construction work take into account the following complicated conditions for the performance of work: dispersal of the scope of work, limited possibilities for the use of high-performance mechanization tools, increased costs of manual labor in intra-construction transport and transport of materials in working area etc., but without taking into account external complicating factors (according to clause 1.4 of instructions for TERr, FERr). If the conditions listed in Appendix 3 to MDS 81-38.2004 are present, the appropriate multiplying factors are applied to the labor cost standards, the remuneration of construction workers, the time standards and the cost of operating machines (including labor costs and remuneration of workers servicing the machines).

Table norms. GESN 46-02-009 for plaster beating are installed taking into account the following thickness of the plaster layer:

• simple plaster -14 mm;
• improved plaster -17 mm;
• high-quality plaster - 22 mm.

When beating plaster of greater thickness, the costs should be increased in proportion to the change in the thickness of the plaster layer.

The norms of section 3 of the GESN part 46 take into account the costs of punching furrows in brick and concrete structures. When punching furrows in gypsum partitions (large-panel, small-piece tongue-and-groove, etc.) to the norms of labor costs and operation of construction machines, Table. GESN 46-03-0 11 "Punching furrows in brick walls» the coefficient k = 0.5 should be applied.

When punching openings with jackhammers that do not ensure the execution of punched openings in design dimensions and in straight lines, the dimensions of the openings should be assigned:

• in concrete and reinforced concrete structures - with a widening of 10 cm in each direction, followed by the installation of a monolithic framing of the openings, bringing the dimensions of the openings to the design ones;
• in brick walls and partitions - with a widening of 25 cm (by 1 brick) in each direction, with the creation of a vertical line, followed by brick laying to the design dimensions.

When punching holes for pipelines, air ducts, metal structures, etc. jackhammers, the dimensions of the holes should be 1.5 times larger than the design ones in order to ensure the installation and straightening of structures. Upon completion of the installation and straightening of pipelines, air ducts, metal structures, etc. all junctions around them must be sealed with concrete.

When punching sockets for the installation of structures in walls, the dimensions of the sockets should be 2 times the cross section of the structures being mounted, and in depth 2 times the length of the support of these structures - in order to ensure the installation and straightening of the structures, unless otherwise provided by the project. Upon completion of the installation and straightening of the structures, all connections between the mounted structures and the existing structures are sealed with concrete.

Coefficients that take into account the conditions for the production of work and complicating factors are included in local estimates when performing construction (repair) work in accordance with the project for organizing a major overhaul, POS, POKR or a project for the production of work agreed with the customer. In the event that the customer cannot submit a project for the organization of a major overhaul, the main provisions for the organization of work should be reflected in the explanatory note to the estimate documentation, adhering to the requirements of the "Instructions for the development of projects for the organization and projects for the production of work on the overhaul of residential buildings" (VSN 41-85 (R)).

There are features in the determination of overhead costs and estimated profit in the overhaul and reconstruction of buildings and structures.

• The procedure for applying all coefficients to the norms of HP and SP.
• The procedure for applying reducing coefficients to the standards of overhead costs (NR) and estimated profit (SP).

The enlarged standard for overhead costs for the overhaul of residential and public buildings is set by MDS 81-33.2004 in the amount of 95% (MDS 81-34.2004 in the amount of 109% for the regions of the Far North and 100% for areas equated to regions of the Far North).

When using in estimates the overhead costs by types of construction or types of work for repair and construction work carried out in an economic way, it is necessary to apply a coefficient of 0.6 to the amount of overhead costs.

Overhead costs for the overhaul of buildings and structures industrial purpose are accepted according to the norms for the corresponding type of construction.

In estimates for repair and construction work compiled according to working drawings and for settlements for work performed, overhead costs are calculated using the standards for the types of work tied to the relevant collections of GESNr-2001, TERr (FERr) -2001 in accordance with Appendix 5 of MDS 81-33.2004 and MDS 81-34.2004 and GESN-2001, TER (FER) -2001, GESNm-2001, TERm (FERm) -2001 in accordance with Appendix 4 of MDS 81-33.2004 and MDS 81-34.2004.

In accordance with Article 8 of the Law of February 25, 1999 No. 39-FZ "On investment activity in the Russian Federation, carried out in the form of capital investments” relations between the subjects of investment activity are carried out on the basis of an agreement and (or) contract concluded between them in accordance with the Civil Code of the Russian Federation. Civil Code Art. 740 contract provided building contract, other forms of interaction, including construction in an economic way in civil code RF is not provided. Consequently, the economic method in construction should be considered as a kind of contract with the involvement of the subject in the performance of work is not legal entity. Estimated profit the free (contractual) price of a household or construction contract is not provided, since individual entrepreneurs according to federal documents tax service do not bear the costs associated with the taxation of profits.

When accruing limited costs in the local estimate for repair and construction work, the amount of funds for the title temporary buildings and structures for the overhaul of residential and civil facilities should be determined according to the "Collection of Estimated Cost Rates for the Construction of Temporary Buildings and Structures" GSNr-81-05-01- 2001 Table 1.

When compiling estimates for the overhaul of industrial buildings, the reconstruction and expansion of existing enterprises, buildings and structures, the reconstruction of housing and civil facilities, the amount of funds for title temporary buildings and structures should be determined according to the "Collection of estimated cost rates for the construction of temporary buildings and structures" (GSN-81-05-01-2001)) with a coefficient of 0.8 applied to them.

According to paragraph 12 of the technical part of GSNr 81-05-02-2001, additional costs in the production of repair and construction work in winter at industrial construction sites should be determined according to the norms of section I, tab. 4 GSP 81-05-02-2001 with a coefficient of 0.8. This provision applies to major repairs of main pipelines.

During the complex overhaul of facilities, when the heating of buildings to perform finishing works and others special works is carried out by the contractor, as in the case of new construction, the costs for the difference in the cost of thermal energy and additional costs for drying buildings (if drying is required according to the PIC or PPR) can be additionally taken into account using the same methodology as for new construction (see section II Ch.2 GSN 81-05-02-2001).

As a result of dismantling at major repair (reconstruction) facilities, construction debris, secondary raw materials (scrap metal, firewood, brick crushed stone), materials and structures suitable for reuse, the so-called returnable materials, are formed.

Accounting for construction waste and the return of materials from disassembly in the estimate documentation

If the garbage was formed from the dismantling of structures, the cost of paying coupons for the disposal of construction waste at a landfill and the quarterly fee for environmental pollution during garbage collection are paid additionally. The removal of technological waste and its disposal is paid at the expense of the overhead costs of the contractor. The cost of placing construction waste on landfills (landfills) is determined by household waste processing enterprises. According to Decree of the Government of the Russian Federation of 07.03.95 No. 239 "On measures to streamline state regulation of prices (tariffs)" state regulation only the cost of processing (placement) of household waste is subject to.

In accordance with the Regulations on the customer during the construction of facilities on the territory of the Russian Federation, approved by the Decree of the Gosstroy of Russia dated June 8, 2001 No. 58, the customer is obliged to inform the contractor of the established places for the removal of soil, garbage, materials from the dismantling and felling of plantations unsuitable for recycling, based on from the location of which the costs for the removal of garbage and unusable materials are determined. If the customer cannot provide a place for garbage collection, then he must agree to the removal of garbage and unsuitable materials and their processing by specialized organizations at landfills at the rates of these organizations. Based on these data, the distance of removal of soil and construction debris from the construction site is determined.

In the process of dismantling (dismantling) of buildings or structures or individual structural elements, as well as during the performance of construction and installation and repair and construction works, returnable materials are formed, returnable materials with residual value- scrap metal and firewood or construction debris.

Refundable amounts from the sale of materials and products obtained during disassembly, the costs of bringing them into a usable condition should be provided additionally in local estimates. These costs also include the cost of delivering materials to the testing laboratories and back, loading and unloading, the cost of materials testing and certification.

It is possible that before the start of repair or construction (reconstruction) there is uncollected garbage at the construction site. In this case, the costs of garbage collection are taken into account in the estimate documentation on the basis of an act signed by representatives of the customer, the operating and design organizations, as well as the contractor, if it has already been determined, and then approved by the investor or customer. The act indicates the amount of garbage and its hazard class.

In this case, based on the data from the act, the estimator draws up a local estimate, which takes into account the costs of developing waste and loading it into vehicle, transportation to a place of storage or to a landfill, as well as in column 7 (other costs) - payment for the reception and processing of waste at a landfill. These costs are taken into account in chapter 1 "Preparation of the construction site" of the consolidated estimate of the cost of construction.

The costs associated with the demolition or dismantling of buildings and structures are taken into account in Chapter 1 "Preparation of the construction site" of the consolidated cost estimate for construction.

The costs of placement and neutralization of construction debris and waste are determined by the cost estimate based on the list included in Section 8 "List of measures for environmental protection" (Assessment of the impact on environment- EIA) explanatory note To project documentation, and certificates (calculations) of the enterprise on the cost of their placement and neutralization.

All waste, including construction waste, is divided into five classes according to the degree of impact on the environment:

I class - extremely dangerous;

Class II - highly dangerous;

III class - moderately dangerous;

IV class - slightly dangerous;

Class V - practically non-hazardous waste.

Assignment of waste to hazard classes for the environment is carried out by calculation or experimental method in accordance with the "Criteria for classifying waste as hazard classes for the environment" established by order of the Ministry natural resources Russian Federation.

Sanitary rules for determining the hazard class of toxic production and consumption waste - SP 2.1.7.1386-03, clause 2.1 subdivide waste into four classes according to the degree of impact on humans and the environment:

1 class - extremely dangerous;

Class 2 - highly dangerous;

3 class - moderately dangerous;

Grade 4 - little dangerous.

As a basis for calculating the costs of disposal of construction waste generated at the construction site, an appropriate list is compiled as part of the project documentation.

Federal Classification Catalog of Waste (FKKO), approved by Order of the Ministry of Natural Resources of the Russian Federation dated December 2, 2002 No. 786.

For those wastes that have not yet been included in the FKKO, the hazard class is determined by the calculation method in accordance with the order of the Ministry of Natural Resources of the Russian Federation No. 511 dated June 15, 2001.

The payment for the services provided for the placement, processing and disposal of construction waste is taken into account in the estimate documentation, as a rule, on the basis of a calculation compiled by an enterprise engaged in the placement and disposal of construction, industrial and other waste.

The presence of a list of construction waste generated at the construction site and their quantity, as well as the cost of a unit of measurement for their placement and disposal, makes it possible to determine the corresponding costs, which in the estimate documentation refer to other costs (column 7), and are taken into account in Chapter 9 "Other work and costs » consolidated estimate calculation of the cost of construction.

Construction waste is also generated in the process of construction and installation or repair and construction works:

• from dismantling of buildings and structures, their individual structural elements or engineering and technological equipment, as well as from punching openings and holes;
• from that part of the materials that cannot be used in the production process (hardened in vehicles concrete mix or mortar, fragments of bricks, small blocks and other wall materials, etc.), as well as intractable losses and waste (end waste, trimmings of materials in the manufacture of long parts (products) or when cutting materials due to the non-multiplicity of the dimensions of structures with dimensions materials used (plates, sheets), etc.). The specified waste materials, as a rule, are taken into account by the state elemental estimated norms;
• from packages, props and non-returnable containers used in the transportation of materials and equipment (categorization of containers as returnable or non-returnable is determined by the terms of the agreement (contract) for the purchase of inventories);
• as a result of servicing construction workers - household waste.

The costs of dismantling (dismantling) buildings and structures, their individual structural elements or punching holes are determined according to the collection of norms and prices No. 46 "Work in the reconstruction of buildings and structures."

In the tables of the norms of section 06 "Dismantling of residential and public buildings" of the collection GESN-2001-46 "Work during the reconstruction of buildings and structures", 2 methods of dismantling buildings and structures are provided:

• with preservation (elemental disassembly)
• without preservation of suitable materials (collapse).

The dismantling method is determined by the construction organization project.

When applying norms 1 and 2 of Table 46-06-009 "Comprehensive dismantling of buildings", only the costs of dismantling heating systems, hot and cold water supply can be additionally taken into account.

When determining the costs of cleaning materials from the dismantling of buildings and structures, engineering equipment or individual structures, as well as from punching openings and holes, the estimator must take into account the data from paragraph 4.11 "Guidelines for the use of federal unit prices for repair and construction work" (FERr- 2001) MDS 81-38.2004.

“FERr takes into account the costs of horizontal and vertical (lowering through a window in trays) movement of garbage and materials from dismantling in buildings and structures (at a distance of up to 80 m) to the place of their storage within the construction site of the facility at a distance of up to 50 m from buildings and structures.

Vertical transport of waste obtained during the dismantling and repair of structures is taken into account for buildings up to 15 m high.

With a higher height of the buildings being repaired, the estimator should take into account the additional costs for vertical transport.

FERr does not take into account and must be paid separately (in cases where this is due to the requirements for the performance of work or the conditions for their production) the costs of packing garbage into bags, the cost of bags and lowering garbage manually carried on a stretcher or in bags.

The costs of packing garbage into bags should be determined according to the collection of ENiR No. 1 "Internal transport work", § E 1-19-1-a with a coefficient of 1.8, which takes into account the work of two workers when packing garbage into bags, or according to timing.

In the event that the actual distance for the removal of garbage, confirmed by the POS or POKR, exceeds weighted average total 80+50 m, taken into account by FERr-2001, the cost estimates should include the costs of its additional movement within the construction site. When calculating the actual distance of carrying garbage (normalized to horizontal) by the estimator, it must be taken into account that when garbage is lowered from the floors or coverings of the building, 8 m should be added to the actual length of the distance traveled for each meter of descent.

The volumetric mass of construction waste should be taken as an average in dense body structures according to the following standards:

• when dismantling concrete structures - 2400 kg/m3;
• when disassembling reinforced concrete structures - 2500 kg/m3;
• when disassembling structures made of brick, stone, beating plaster and facing tiles - 1800 kg / m3;
• when dismantling wooden and frame-fill structures - 600 kg / m3;
• when performing other dismantling works (except for dismantling of metal structures and engineering and technological equipment) - 1200 kg/m3.

The mass of dismantled metal structures and engineering and technological equipment is taken according to design data.

The volume of construction debris from the dismantling (destruction) of concrete and reinforced concrete structures is much larger than the volume of these structures in dense body and therefore the volumetric mass of garbage was taken in the amount 1800 kg/m3.

In cases where in the estimate documentation the mass of construction debris is taken according to the volume of the dismantled reinforced concrete structures in a dense body then the costs of transporting construction debris should also be calculated based on the mass of structures in a dense body - 2500 kg/m3.

The costs of loading construction waste and materials unsuitable for further use, resulting from the dismantling of buildings, structures and equipment, into a vehicle and its removal from the construction site to a storage site or to a landfill are determined according to the current tariffs and are taken into account in local estimates.

Based on the above data, the estimator draws up a local estimate, which takes into account the costs of loading garbage into a vehicle, transportation to a storage site or a landfill, as well as in column 7 (other costs) - a fee for receiving and processing waste at a landfill. Transportation costs should be taken into account in local estimates in column 9 "Operation of machines" without highlighting the remuneration of drivers.

In cases where structures, materials and products obtained as a result of dismantling or demolition of buildings and structures are recognized as suitable for reuse, then their return value is given in local estimates at the price of a possible sale (determined by market conditions and limited only by the value of the cost of a similar cost of a new material or product), less from these amounts the costs of bringing them into a condition suitable for reuse and delivery to places of storage or sale. The cost of returnable packaging included in the cost of equipment and other material resources is accounted for in a similar manner.

The amount of refundable amounts at the stage of preparation of project documentation may be determined according to the expert assessment of the customer, reflected by him in the design assignment or the initial data for the development of estimate documentation.

All return materials received at the facility are the property of the customer (the owner of the facility) and are used by him for their intended purpose.

Returnable amounts of materials received from the dismantling of temporary pipelines for water supply, gas pipelines, etc. shouldb be determined on the basis of an act in which the condition of materials from dismantling should be established, the amount of inevitable losses during the dismantling of the pipeline. The cost of pipes during the dismantling of a temporary pipeline should be taken at the average selling prices prevailing in the region, minus the costs of bringing them into a fit condition for reuse and delivery to storage sites. Based on established practice, the refundable amounts, taking into account the cost of materials from the dismantling of temporary pipelines, is about 80% of the cost of materials for their installation.

If the sheet piling installation is accepted in the local estimate without taking into account the turnover of piles, and the sheet pile is removed, then the volume of return of sheet piles is taken into account in the amount of 85% of the mass of sheet piles to be removed.

The percentage of yield of a suitable stone for determining its return value at the rate and price 03-008-1 of the collection (part) No. 27 "Motorways" is approximately recommended to be taken at a rate of 60%. The actual yield of a suitable stone for further use is determined at the place of work and is issued relevant act.

The possibility of reusing materials from the dismantling of water supply and sewerage networks is established by an act between the customer and the contractor.

The refundable amounts from the delivery of scrap metal are taken into account by the calculation by excluding from the scrap metal acceptance price established by the Vtorchermet base the costs of loading and delivering scrap metal from the construction site to the scrap metal collection point.

The amount of asphalt concrete scrap or chips obtained as a result of disassembling the asphalt concrete pavement is determined at the work site and is documented by the relevant act. When determining the refundable amounts, one should additionally take into account the costs of its loading, if it is not taken into account by the price for dismantling, and the transportation of asphalt concrete scrap to a regeneration or asphalt concrete plant.

The cost of secondary raw materials (firewood, crushed stone, etc.) obtained as a result of dismantling or demolition of buildings is taken into account in a similar manner.

The return cost of dismantled heating boilers in local estimates should be taken into account conditionally at the rate of at least 30% of the selling price by type of dismantled boilers. This requirement is given in paragraph 1.23 of the book of prices No. 46 "Work in the reconstruction of buildings and structures."

• PM p.1.46.19. The cost of dismantling heating boilers when disassembling heating systems according to the norm 2 of Table. 46-06-003 are not taken into account and they should be determined additionally according to the corresponding HPOS. The return cost of dismantled heating boilers in the estimates should be taken into account conditionally at the rate of at least 30% of the selling price for the types of boilers being dismantled. When paying for the work performed, the return value of the dismantled boilers and the costs of their removal from the dismantling site should be determined according to the act of the customer and the contractor, depending on the possibility of further use of the boilers.

If it is impossible to use or sell materials from dismantling or associated mining, their cost in refundable amounts is not taken into account.

The refundable amounts are not excluded from the result of the local cost estimate (estimate), the object estimate calculation (estimate) and the summary estimate calculation of the construction cost.

Reimbursable amounts from the sale of materials, parts, equipment and production and household equipment, received from the dismantling of temporary buildings and structures on the customer's balance sheet, are determined by calculations that take into account the sale of these materials and parts in current level prices (minus the costs of bringing them into a usable condition and delivery to storage sites).

The agreement (contract) establishes the responsibility of the contractor for obtaining returnable materials in the amount and range specified in the project documentation, as well as the procedure for their use.

Materials from the dismantling of non-titular temporary structures are accounted for on the basis of internal acts of any form approved by the management of the contractor.

The costs of cleaning up construction (technological) waste generated during the period of work (hard-to-remove losses and waste, non-returnable containers and household waste), loading and transporting it to a landfill or to a place of processing are included in the costs of organizing work on construction sites, which are taken into account as part of the overhead costs (clauses 11 and 12 of section II of Appendix 6 to Guidelines for determining the amount of overhead costs in construction - MDS 81-35.2004 and MDS 81-34.2004). Therefore, they are not subject to additional accounting in budget documentation.

Letter No. 10-466 of the Gosstroy of Russia dated December 28, 1999 clarified that “accounting for the costs of disposing of unusable soil and garbage taken to a landfill by the current normative documents not provided." The payment for the services provided for the placement and processing of construction waste and materials from dismantling unsuitable for further use at the sites of a specialized organization is taken into account in the estimate documentation in column 7 (other costs).

The volumes of construction waste and other construction waste, their hazard class are accepted according to the regulations for the management of construction waste, which should be part of the project documentation.

Overhaul organization project

The project for the organization of a major overhaul or its individual solutions can be developed by specialized design or design and technological organizations (“Orgtekhstroy”, “Orgtekhremstroy”, etc.) at the expense of funds for design and survey work given to these organizations.

The project for the organization of a major overhaul must be agreed by the customer of the project with the general contractor with the participation of subcontractors and, if necessary, with special supervisory authorities.

The starting materials for the development of a project for the organization of a major overhaul should be:

• materials engineering surveys for a major overhaul facility (technical survey);
• materials of schemes (projects) of district planning, master plans cities and towns;
• basic application decisions building materials and structures, means of mechanization of repair and construction works, agreed with the general contractor, as well as data on the use of sources and the procedure for ensuring repairs with energy resources, water, temporary engineering networks and communications, as well as local building materials;
• breakdown of the repaired object into queues (complexes);
• information on the conditions for providing the object of repair with working personnel and on the possibility of using existing premises and buildings for the period of repair;
• data on the availability of the production and technical base of contractors, the possibilities and conditions for its use;
• information on the presence of inventory mobile or collapsible production and amenity premises at contractors;
• data on the planned and actual average annual (average monthly) production of construction machines, means of transport, workers of contracting organizations at similar facilities;
• data on the possibility and timing of the release of residential buildings from residents and tenants (during repairs with the resettlement of residents).

The specified source materials must be provided by the customer and the general contractor to the design organization developing the project for the organization of the overhaul, within the time frame that ensures its timely development.

Project for the production of repair and construction works

The project for the production of works should be developed on the basis of an assignment issued (approved) by the customer of this project and including initial data on the scope and timing of the development of the project.

When determining the composition and content of projects for the production of works, one should take into account the features of their implementation depending on the type of overhaul, the need to perform special work to strengthen, fasten and replace structures, the variety and conditions of construction processes.

The project for the production of works should be developed by the general contractor. If it is necessary to develop more detailed design issues for the production of special works performed by specialized subcontractors, these organizations should develop projects for the production of special types of work in the development of the relevant sections of the project for the production of works by the general contractor.

For complex objects, on the order of contractors, projects for the production of work can be developed by specialized design or design and technological organizations (“Orgtekhstroy”, “Orgtekhremstroy”, etc.).

The development of projects for the production of works should be carried out at the expense of the overhead costs of the contractor.

The total cost of reconstruction or overhaul is determined in the summary estimate. This document is compiled in the form of Appendix 4. All costs are grouped in 12 chapters.

Chapter 1. Preparation of the construction site (works on allotment, clearing the territory, demolition of buildings, drainage of the territory, and other costs). The amount of these expenses is taken as a percentage of the cost of expenses Ch. 2-3 in column 4: for industrial construction - 3-4%, for housing and civil - 1-2%.

Chapter 2. The main objects of construction. To determine the cost of Ch. 2 data of the object estimate and indicators are used specific gravity the cost of equipment and other costs in the cost of work (Appendix Table 5). The cost of installation of equipment is taken at a rate of 15% of the cost of equipment.

Chapter 3

The amount of these expenses is taken as a percentage of the corresponding columns of Chapter 2: for industrial construction - 15%, for housing and civil - 4%. Data are entered in columns 4-8.

Chapter 4

The amount of expenses is determined as a percentage of the amounts of chapters 2 and 3 of the consolidated estimate: for industrial construction - 12%, for housing and civil - 4%. Data are entered in columns 4-8.

Chapter 5 highways, garages, etc.).

The amount of expenses is determined as 5-8% of the corresponding columns for chapters 2-3. Data are entered in columns 4-8. If such objects are not developed, then a dash is put in columns 4-8 of Chapter 5 of the consolidated estimate calculation.

Chapter 6 treatment facilities, etc.)

The amount of expenses is determined as a percentage of the sum of chapters 2-3 of the consolidated estimate: for industrial construction - 25%, for housing and civil -10%. Data are entered in columns 4-8.

Chapter 7

The amount of these expenses is determined as a percentage of the sum of chapters 2-3 of the consolidated estimate: for industrial sites - 3.5%, for territories of residential and civil complexes - 4%. Data is entered in columns 4 and 8.

Chapter 8

The costs of this chapter are determined as a percentage of the sum of chapters 1-7 of the summary estimate (Table P1.4), respectively, in columns 4 and 5 (Appendix 4).

Chapter 9

Additional costs in the production of work in winter are determined as a percentage of the sum of chapters 1-8 in columns 4, 5 (Table A1.5). The costs for the following paragraphs of chapter 9 are accepted as a percentage of the total of chapters 1-8 in the amount of columns 4, 5 of the summary cost estimate: mobile nature of work - 3.7-5%; lump-sum pay -2.2%; transportation of workers to the place of work - 2.5%. The received data are entered in columns 7, 8.

Costs are accepted in the amount. 1% of the total cost for chapters 1-9 of the summary estimate in column 8 and are included in columns 7 and 8.

Chapter 11. Training of operational personnel.

The costs for this chapter are calculated only for industrial construction in the amount of up to 1% of the results of chapters 1-9 of the summary estimate calculation in column 8 and are recorded in columns 7 and 8.

Chapter 12

Costs are determined as a percentage of the cost of construction in column 8 for chapters 1-9: for industrial construction - 3 and 5%; for housing and civil - 1.5 and 3%, for typical and unique objects, respectively. Data is entered in columns 7, 8.

After the total for 12 chapters of the consolidated estimate calculation, a separate line shows the amount of the reserve of funds for unforeseen work.

The reserve of funds is determined as a percentage of the estimated cost of construction, i.e. of all the above accrued costs: for industrial buildings and structures - 3%, for residential buildings and public buildings - 2% .

At the end of the summary estimate of the cost of construction, a summary is summed up (Appendix 4).

Following the result of the consolidated estimate calculation of the cost of construction, the following are indicated:

Refundable amounts (the cost of materials and parts obtained from the dismantling of temporary buildings and structures, in the amount of 15 % from their estimated cost in column 8);

Funds to cover the costs of paying VAT (the amount of value added tax) is accepted in the amount of 18% of the total data for the consolidated budget calculation for construction and is shown as a separate line in columns 4-8.

Similar information.

Estimated cost is the size Money necessary for the overhaul of equipment.

During a major overhaul, the original, quality characteristics equipment (performance, power, etc.). During the overhaul of equipment, complete disassembly of units, replacement or restoration of worn parts, assemblies and other structural elements, repair of basic parts, assembly, alignment, adjustment and testing of equipment idle and under load are carried out.

The scope and nature of work during major repairs is established in accordance with the list of defects.

Thus, the estimate is compiled on the basis of a list of upcoming work, the need for parts, assemblies and materials in order to determine the upcoming costs.

The cost estimate for the overhaul consists of the following components:

1. material costs(cost of materials, spare parts);

2. labor costs;

3. insurance premiums;

4. overhead.

1. To determine the material costs, we will make a table

Table 8. Calculation of the cost of materials and spare parts for overhaul

2. The cost of paying for labor during capital repairs is determined by multiplying the average hourly wage rate of a brigade of repair workers by the labor intensity of work on capital repairs.

3. Add up the hours tariff rates and divide by 4

(83.62 + 58.49+ 70.70+36.88) : 4= 62.42 (rubles/hour) (25)

Labor input cap. repair is 600 people/hour

600 62.42 = 37453.50 (rubles) (26)

3. Social contributions represent a statutory percentage of insurance premiums in 2012. (30% of labor costs).

Table 9. Distribution of insurance premiums

5. Overhead costs are the costs of maintaining and operating fixed assets, management, organization and maintenance of production, business trips, employee training and unproductive expenses (losses from downtime, damage to material values, etc.). % of overhead costs is determined by the enterprise independently and is calculated from labor costs (25%)

RUB 9363.38 (27)

Thus, the costs of major repairs and their structure will be presented in tabular form.

Table 10. Structure of costs for cap. repair

Let us determine the ratio of the cost of capital repairs to original cost equipment, which indicates the level of efficiency of repair costs:

1. Costs for cap. repair -1 031 520 (rub.)

2. The initial cost of equipment 2383400 (rub.)

* 100% = 43 % (28)

So, carrying out a major overhaul is economically feasible and profitable, because. is less than 50% of the initial cost of a reciprocating compressor unit

Calculation of operating costs

Operating costs are made up of 3 parts:

1. The cost of electricity consumed per year

2. Depreciation expenses;

3. Operating costs (for lubrication, cleaning, etc.).

1. determine the amount of electricity consumed per year, kWh

where Рср is the average installed power of the mechanism, kW

Tf - actual operating time of the mechanism in a year, h

where P is the power of the designed electrical equipment, kVA

Kz - load factor - 0.6;

Кс - demand coefficient - 0.2.

b) Determine the cost of electricity consumed per year, rub

where C is the cost of 1 kWh of electricity, rub.

2. Let's define depreciation charges, rub.

where C is the cost of the mechanism (we choose from the estimate of capital costs), rub.

Na - depreciation rate -11.2%

3. Determine the operating costs:

where c is the operating costs per 1 kW of power (taken according to shop data):

General operating costs for the mechanism:

Eo \u003d 38507 + 266940.8 + 5720 \u003d 311167.8 (34)