Reconstruction of the gym - drawings

I Research section

In order to get the greatest economic and social benefits from the object, it is necessary to conduct marketing research and identify trends in the development of the sports life of the city, determine which sports are in demand among residents of this area of ​ ​ the city.

1.1 Brief history of the development of the city of Abakan

The city of Abakan is the capital of the Republic of Khakassia. 162119 people live here. This is the third part of the population of the Republic of Khakassia. 60 percent of small businesses of the entire republic are concentrated in the city. There are: pedagogical, music, medical, polytechnic, agricultural colleges, several vocational schools, Khakass State University, which includes several institutes, Khakass Business Institute, Khakass Technical Institute, a branch of the Moscow Modern Humanitarian Institute, a design institute, there are several publishing houses, television companies and radio companies, several newspapers are published, local history museum, markets, Orthodox churches, banks. Abakan has 24 schools, 30 kindergartens, libraries, music, art schools, an art school and other cultural and health institutions, stadiums, and a sports palace. Abakan has more than 170 streets, several parks, squares.

Today, the city of Abakan is an administrative and business center with its own traditions and existing infrastructure [1].

1.2 Development of sports in Abakan

In the city of Abakan, the coordination of work in the field of physical culture, sports and tourism is carried out by the sports department of the Department of Culture, Youth and Sports of the city of Abakan.

There are 4 stadiums in Abakan: ACSK "Sayan," "Torpedo," "Locomotive," "Harvest."

Physical education is organized in all educational institutions. In 21 kindergartens of the 31st there are gyms. In d/s "Dolphin" and "Golden Fish" there are pools.

Among students of secondary schools, competitions are held in the Spartakiad program for schoolchildren in sports: city championships among schoolchildren in volleyball, athletics, basketball, cross country.

Over 3 thousand Abakan children are engaged in sports sections.

For the sport of high achievements in 2006, 22 championships were held, where the strongest athletes were determined in the national team of the city in sports. The strongest athletes in the national team of the Republic of Khakassia took part in the zonal competitions of the Siberian Federal District and the finals of the championships and championships of Russia. In 2006 alone, 14 masters of sports, 89 candidates for master of sports, 69 athletes of 1 sports category, over 7 thousand mass categories were trained by sports organizations in Abakan.

Over the past 2006, 29 sports federations and 14 sports clubs were registered in the city.

The administration of the city of Abakan holds competitions among public sports associations, sports federations and sports institutions for financial support in the form of municipal grants for the implementation of projects in the field of physical culture, sports and tourism "Abakan - sports city."

The city of Abakan is one of the most athletic in Siberia.

A lot of attention in the city is paid to youth sports. To date, Abakan has seven children's sports schools. Moreover, the number of people involved is growing every year, as, in fact,

and the coaching staff is growing (Table .1). And in recent years, the policy of the City Administration has been to have more specialized sports schools in Abakan. So to speak, of a single orientation. Already formed - DYuSSh of single combats in which such sports as boxing, taekwondo, koshikikarate, judo and Greco-Roman wrestling are cultivated; Sports School of Table Tennis; SDYUSHOR in athletics (this is the former sports school No. 1 of the city education department). As well as the Sports School for Ball Hockey, Sports School for Sports Dancing.

Big geography has in us DYuSSh of single combats. Boxing is in the gym, which is located in the courtyard behind the Khakassia printing house, and in the Center for Children's Creativity. Cosicicarate is also based in CDT. Taekwondo - schools No. 5 and No. 10. Judo - the gym "Rus" (in the courtyard of the store "Troika"). Greco-Roman wrestling - school No. 4. [2]

Analysis of the coaching staff and the number of children involved in the dispute

for 10 years in Abakan

In the city of Abakan, over the past 10 years, the number of children involved in sports has increased by 4,508 people or 175.4%, an average annual increase of 107%; the coaching staff grew by 131 people or 161.5, the annual increase was 103%. [3]

Pupils of Abakan sports schools participating in competitions of federal and world significance take prizes [4]:

• At the Olympic Games: 2-first places, 1-third place;

• At the world championships: 6-first places, 8-second places; 6-third place;

• At the European Championships: 1-first place, 2-second place; 2-third places;

1.2.1 Physical Education and Sports Development Program

The program is aimed at improving the physical health of citizens, increasing the level of physical training of the younger generation, forming the attractiveness of physical education and sports among city residents, and developing a sports reserve.

The purpose of the program is to create favorable conditions for the organization of active recreation of citizens, mass physical education and sports, the formation of the need for a healthy lifestyle among various segments of the population, and the development of sports of higher achievements.

The objectives of the program are:

1. Development of sports and recreation and sports infrastructure of the city and its technical equipment;

2. Development and implementation of a systematic personnel policy to ensure activities on physical and mass work with the population, physical education of children, adolescents, youth, training of high-class athletes;

3. Development of the amateur basics of physical education and sports;

4. Introduction of system technologies in mass physical education and recreation work with the population and preparation of sports reserve;

The priorities of the program are related to the formation of a healthy lifestyle for children, adolescents, young people; ensuring accessibility and comfort of physical education and sports for various groups of the population; increasing the number of citizens involved in physical education and sports; increasing the prestige of sports of the highest

achievements. The choice of priorities is dictated by the need to strengthen the health and prevention of diseases of the population, the growing demand for organizing leisure activities, the extraordinary activity of the issue of preventing asocial behavior among the younger generation, and the increase in the importance of sports of the highest achievements in the system of world cultural values. [5]

1.2.2 Main directions of program implementation. Development of mass physical education and recreation work with the population

The issues of organizing mass physical education and recreation work with the population acquire great importance in the conditions of an extraordinary demographic and unfavorable environmental situation in the region, an increase in economic and moral losses from morbidity, intensification of labor in a market economy, and an increase in the number of stressful factors in modern Russian society. The population needs measures aimed at physical and psychological rehabilitation, reducing the impact of adverse social factors, increasing the general level of resistance to various diseases, prolonging active creative and physical longevity, and maintaining interest in life. [5]

1.2.3 State of physical culture and sports in the city of Abakan

The field of physical culture and sports in the city of Abakan performs many social functions and covers all age groups of citizens. The multifunctional nature of this sphere is manifested in the fact that physical culture and sports are the development of the physical, aesthetic and moral qualities of the human person, organization socially

useful activities, leisure activities, disease prevention, education of the younger generation, physical recreation and rehabilitation, spectacle and communication.

Being one of the facets of a person's general culture, his healthy lifestyle, physical culture largely determines a person's behavior in study, at work, in everyday life, in communication, contributes to solving social and economic, social and educational problems. Therefore, concern for the development of physical culture and sports in the city of Abakan is an important component of municipal social policy. It is becoming increasingly important in a deteriorating state of physical health.

Assessing the dynamics of the development of the sphere of physical culture and sports in the city in recent years, it is worth noting the growing volume of its financing, an increase in the coverage of citizens engaged in physical culture and sports (Table 1.2)

Sports facilities of the city of Abakan (units)

The main goal of the municipal policy in the field of physical culture and sports was to ensure the improvement of conditions for physical education and sports, physical education of the young generation, the development of active forms of leisure and rehabilitation of citizens.

Target groups stood out for which it is necessary to solve specific problems - these are athletes (development of higher sportsmanship); children, adolescents, youth (promotion of healthy lifestyles, prevention of asocial behaviour).

On the territory of the city there are 20 sports public organizations and associations of various types. Among which:

• Sports federations (wrestling sambo, weightlifting, boxing, basketball, table tennis, free-style and Greco-Roman wrestling, swimming);

It should be noted that in the presence of positive trends in the development of physical culture and sports, there are problems that can help to deepen positive developments. The main ones are:

• unsatisfactory state of the material and technical base for physical education and sports;

• Lack of a systematic personnel policy to ensure the activity of physical and mass work with the population, physical education of children, adolescents and young people, training of high-class athletes;

• lack of existing mechanisms, forms and methods of physical education and health work with the population;

• Insufficient budget funding;

• Reduction and, in many cases, complete lack of funding for recreational activities;

• commercialization of the sphere and increasing the cost of paid services that make this sphere inaccessible to low-income citizens; [5]

1.3 Analysis of demographic and social indicators

The population of the city of Abakan is 162,119 people (Table 1.3), which equates Abakan with a number of large cities [6]. Age groups by number according to Table 3 are divided as follows [7].

Population by sex and age in Abakan for 2006

The demographic characteristics of the residents of the city of Abakan showed the predominance of the female population over the male population by 13,491 people or 8.32%. Mainly, the working-age population of 110,860 people lives in the city, which is 68.38%, the number of pre-school children is 9980 people or 6.16%, the number of school-age children is 20,709 people or 12.77%.

The analysis of the growth of the number of births over 10 years is presented in table 1.4 [8].

Analysis of the number of births in Abakan

As can be seen from the table, the number of births is increasing and in 2005 there was an increase of 202 or 111.97 per cent compared to 1995, indicating a good demographic situation in the city.

According to supplementary education statistics, the number of children involved in sports is 10,485 (Table 1.5). [9]

Data on students receiving additional sports education for 2006

There are 678 sections for sports in the city, in which 10,485 people study, which is 50.63% of the total number of schoolchildren.

The data show that over the past 10 years, the number of births has increased by 111.97%, the number of children involved in sports has increased by 175.4%, and therefore the need for the construction of sports institutions is growing.

1.4 Site Location Assessment

The object of the study is a sports hall located in 2 microdistrict I of the residential district, the borders are the streets: Komarova, Katya Perekreschenko, Peoples' Friendship Avenue. The object is attached to the residential panel dormitory of the 335 A2 series, located along Komarova Street, 4. (fig. 1.1).

Rice. 1.1. Object Location

The research object was built in 1978, the area is 293, 4m2, at the moment it is not operated for a long time.

The facility is located in close proximity to the city center, transport accessibility in the area is ensured by the fact that in the immediate vicinity there is a bus stop through which bus routes No. 5a, 10.11.12.18.21.26.32 pass; trolleybus routes No. 1, 1a, 3.4.5.

Infrastructure analysis of 2 microdistrict I residential area

According to urban planning standards [6] in a residential area of ​ ​ the city:

• in big cities it is necessary to provide specialized - children's, sports, exhibition facilities for leisure of citizens;

• The area of premises for cultural and mass work, leisure and amateur activities should be at least 50-60 m2 per 1 thousand people

As a result of the study of this residential area, the lack of places for sports and recreational recreation of residents was revealed.

1.5 Competitive Environment Assessment

An analysis of the competitive environment of sports institutions in the city of Abakan specializing in training athletes in martial arts is presented in Table 1.7.

1.6 Social study of potential consumers

To analyze the preferences of residents 2 the microdistrict of the I residential district, we conducted a sociological survey in the form of a questionnaire.

Analysis of the adult questionnaire (Appendix 1) resulted in the following results:

• When asked if you have children and what they do in their spare time, the following results are obtained

According to the results of the study, 72% of respondents living in the area have children and 47.2% of them are engaged in sports, and parents aged 25 to 45 years gave them to sports.

• When asked if you are engaged in sports, got the following results

Having analyzed the results, they received that 40% of respondents are engaged in sports, among them the most are respondents aged 18 to 35 years.

• On questions Whether you consider it necessary to place in Denmark According to the results of the study you received that you consider it necessary to place in the building located on Komarova St. a 4 sports hall 96% the respondents, which indicates a great need for a facility with this functional purpose. The most necessary, according to respondents are:

simulators - 32 respondents;

aerobics classes - 29 respondents;

wrestling section - 7 respondents;

boxing section - 2 respondents;

another - 15 respondents;

Analysis of the questionnaire for children (Appendix 2) resulted in the following results:

• When asked what you do in your free time from school, the following results are obtained

As can be seen from the survey, 60% of children aged 8 to 18 years are engaged in sports.

• On questions Whether you think it is necessary to place 4 sports sections in Denmark on Komarova str.

According to the results of the study, 78% of respondents received that they consider it necessary to place 4 gym in the building located on Komarova St., which indicates a great need for an object with this functional purpose. The most necessary, according to respondents are:

simulators - 26 respondents;

aerobics classes - 20 respondents;

wrestling section - 12 respondents;

boxing section - 6 respondents;

another - 6 respondents;

According to marketing studies of sports life, the demographic situation of the city of Abakan, the competitive environment, the study of the infrastructure and preferences of residents of 2 microdistrict I of the residential district, it can be concluded that over the past 10 years the number of births has increased by 111.97%, the number of children involved in sports is growing by 175.4%, therefore the need for the construction of sports institutions is growing.

In this area, according to a survey, 40% of the adult population and 78% of children feel the need for an object with a functional purpose Sports Hall. Consequently, the reconstruction of the facility will be expedient and in demand.

1.7 Section Output

According to marketing research conducted in Abakan in the 2nd microdistrict of the I residential district, on the basis of a visual examination and questionnaire of residents, it was concluded that there are no places for sports in this territory, both children and adults. Therefore, the use of the facility located on Komarov St. 4 with the functional purpose "Sports Hall" will be advisable and in demand.

II Legal section

Based on the research carried out in the marketing section, it was concluded that the use of the facility located along Komarova St. 4 as a gym is the best and most effective.

For the development of the object, its reconstruction in the form of an add-on and an extension is proposed.

After the owner makes a decision on reconstruction, the first stage for its implementation is the order of the owner of the work for engineering surveys, preparation of design and estimate documentation, state examination of design documentation, contracting bidding, obtaining a building permit, carrying out reconstruction, necessary and used literature and documentation maintained at the construction site, technical accounting of the reconstructed real estate object, obtaining permission to put the object into operation.

2.1 Engineering surveys and drafting

design and estimate documentation

Engineering surveys are carried out for preparation of design documentation and construction of the facility.

To conduct engineering surveys, you must apply to the organization specializing in this type of survey and having a license to conduct them.

Engineering surveys are carried out on the basis of the Urban Planning Code [35] for:

1. to obtain materials on the natural conditions of the territory where the reconstruction will be carried out;

2. to obtain materials necessary for substantiating the layout of the building, making structural and volumetric planning decisions of the building;

3. obtaining materials necessary for calculation of bases and foundations of the reconstruction facility, their engineering protection;

4. for preparation of solutions arising during preparation of design documentation and its approval.

The timing and payment of engineering surveys depends on the type and scope of work to be performed.

The result of engineering surveys is a document on completed engineering surveys, containing information on:

• tasks of engineering surveys;

• Location of the area where construction is planned;

• Types, scope and timing of engineering surveys;

• the results of a comprehensive study of the natural and man-made conditions of the said territory;

Having received the result of engineering surveys, you can begin to compile design documentation.

Design documentation is developed in accordance with urban planning documentation, construction codes and regulations, is coordinated with the relevant architectural and urban planning bodies, state control and supervision bodies in accordance with federal legislation and with the legislation of the Republic of Khakassia.

Design documentation is documentation containing materials in text form and in the form of maps (diagrams) and defining architectural, functional-technological, structural and engineering-technical solutions to ensure construction and reconstruction of capital construction facilities.

Composition of design documentation:

1 section - explanatory note with initial data for reconstruction;

Section 2 is a planning diagram for the organization of a land plot in accordance with the urban planning plan with the designation of the location of the capital construction facility, entrances and passageways to it;

3 section - diagrams of architectural solution display;

4 section - diagrams of structural and space-planning solution display;

5 section - information on engineering equipment, consolidated plan of engineering and technical support networks with designation of places of connection of the facility to networks;

Section 6 - project of the facility construction organization;

Section 7 - list of environmental protection measures;

8 section - list of fire safety measures;

9 section - list of measures to ensure access of persons with disabilities to the facility.

Design documentation is approved by the developer or customer.

After receiving and approving the design documentation, it must be provided for state examination.

2.2 State examination of design documentation

The state examination of the design documentation of the capital construction facility and the results of engineering surveys is carried out on the basis of instruction [36] in Abakan by the department of private expertise under the Ministry of Urban Planning and Housing Policy.

The subject of state examination is assessment of compliance of design documentation with sanitary, epidemiological, environmental requirements, fire and other safety, as well as engineering surveys.

State expertise body within 30 days maximum:

1. registers the submitted documents and checks their completeness;

2. Determines, together with specialized examination bodies, the need for their participation in the state examination, the timing of the preparation of conclusions of specialized examination bodies and the cost of conducting the examination;

3. develops draft agreements with specialized expertise bodies on the performance of work within the total cost of conducting state expertise;

4. prepares and pre-approves with the customer (investor) a draft agreement on the conduct of state expertise;

5. sends to the customer (investor):

1. draft agreement on the conduct of state expertise;

2. Notification of deadlines for submission of missing documents.

Timing of the examination:

1. The terms of the comprehensive state examination of construction projects are accepted depending on the scope of the examination and, but should not exceed 45 days.

2. The terms of consideration in the examination bodies of the documentation corrected according to its conclusions should not exceed 30 days.

3. The deadline for the beginning of the examination is the date of approval by the management of the expert body of the plan for its implementation (or signing of the agreement for examination), and the end of the examination is the date of sending the conclusion to the customer or approving the draft authority.

Payment of state examination of construction documentation depends on the scope of design documentation.

The result of the state examination of the design documentation is a conclusion on compliance or non-compliance of the design documentation with the requirements of technical regulations and the results of engineering surveys, as well as on compliance of the results with the requirements of technical regulations.

Based on the results of the examination, a conclusion is drawn up. The expert body carrying out the comprehensive examination prepares a consolidated expert opinion on the construction project as a whole, taking into account the conclusions of state examinations that took part in the review of the project.

The expert opinion contains:

• brief description of initial data, construction conditions and main design solutions, as well as technical and economic indicators of the construction project;

• specific comments and proposals on the adopted project decisions, changes and additions made in the process

expertise, expected effect of their implementation (with quantitative assessment);

• general conclusions on the feasibility of investment in construction taking into account economic efficiency, environmental safety, operational reliability, product competitiveness and social significance of the facility;

• recommendations for additional detailed study of individual design solutions during subsequent design;

• recommendations on approval (in the absence of serious comments leading to changes in design solutions and basic technical and economic indicators) or project rejection.

The conclusion is approved by the head of the expert body and sent to the customer or to the approving authority.

The conclusion on the results of the state examination of the design documentation contains a combined assessment of the economic feasibility and technical feasibility of implementing design solutions taking into account the requirements of environmental and industrial safety, as well as compliance of architectural, planning and engineering and technical solutions with technological requirements, requirements of structural reliability and safety. The conclusion also establishes the main technical and economic indicators of the construction of facilities. The consolidated opinion shall be approved in accordance with the procedure established by the body carrying out the state examination and sent to the customer (investor). Attached to the conclusion are its integral part of the conclusion of specialized expertise bodies.

A positive conclusion is drawn up in the presence of positive conclusions of specialized expertise bodies and includes conclusions on compliance of design documentation with the requirements and recommendations for its approval (approval) with indication of the main technical and economic indicators.

Without a positive conclusion, approval of project documentation, financing and construction of facilities, regardless of funding sources and form of ownership, is not allowed.

Having received a positive conclusion on the design documentation, it is necessary to organize contracting tenders to identify the contractor carrying out the construction of the facility.

2.3 Contracting bidding

The decision on the appointment and time of the contract bidding shall be made by the customer, who shall decide on the organization and conduct of the contract bidding.

Bidding shall be carried out on the basis of [37, 40] the customer may entrust the organizer, a specialized firm licensed for this activity. The organizer acts on the basis of the contract concluded with the customer, which defines the rights and obligations of the parties, the conditions for their fulfillment of the object of the contract. The bidder shall pay all financial expenses of the tender committee for the preparation and conduct of the tender, and shall also be responsible for all types of expenses.

Depending on the object and subject of the tender, the customer (or the organizer of the tender) independently forms a tender committee, using its own specialists, representatives of design, research, engineering and consulting and other organizations and individual experts on the basis of contracts concluded with them.

The tender committee may involve an engineering consulting organization licensed for the types of work for which it is invited, to conduct studies on the feasibility of bidding a specific site, preparing tender documents, and developing offers.

The official periodicals, which publish all advertisements for open tenders held in the Russian Federation, as well as the results of their holding, are Strozhnaya Gazeta and the Development newspaper.

Public Bid Announcements shall contain (Attachment 3):

• Name of the customer and bidder;

• name of type of trades and subject of trades;

• brief description of the construction site;

• tentative scope and terms of work;

• Contract terms and conditions, need to take into account a number of limitations;

• address, terms, conditions of acquisition and other data for obtaining tender documentation;

• Deadline for submission of offers.

The bid must be announced 30 days before the offer deadline.

Tender documentation is a set of documents containing an invitation to bid, information about the object, object and conditions of bid, instructions to bidders, suggestions from their organizer on the conditions for transferring the order for the performance of work specified in the subject of bid to the winner.

The tender documentation according to [38, 39] consists of the following documents and sections:

• invitations to bid;

• general information about the object and subject of the bidding;

• design documentation;

• instructions to the offerers;

• Bidder application forms;

• terms and procedures of bidding;

• draft contract.

Bidding can be carried out with preliminary qualification and without preliminary qualification.

Preliminary qualification of applicants for participation in contracting bidding is a procedure for determining the technical, economic, organizational and other potential capabilities of the applicant to fulfill the submitted contract.

Preliminary qualification of bidders includes the following stages:

- preparation of initial information;

- drawing up an invitation to participate in the preliminary qualification, a questionnaire of the applicant organization and their distribution;

- collection of questionnaires, reviews and other documentation on preliminary qualification and evaluation of the received documents according to formal criteria;

- analysis and assessment of the technical, organizational level of the applicant and preparation of an expert opinion;

- making a decision on preliminary qualification of bidders.

Initial information for pre-qualified bidding includes:

- name and address of the subject of bidding, general description of the subject of bidding, main parameters of works or services;

- terms of preliminary qualification, purchase of tender documents, submission of offers;

- a brief description of the credit and financial and other terms of the contract;

- information about the system of standards, measurements;

- brief description of the construction site, geographical, engineering-geological and other natural conditions, availability of infrastructure and communications, description of local resources;

- other necessary information.

The pre-qualification questionnaire includes the following information about the applicant (Appendix 5):

- name of the organization, address, telephone, telefax;

- bank details;

- licences for certain activities;

- list of objects built (reconstructed) by the organization over the past 5 years;

- Other specific information related to the nature and peculiarities of the subject matter of the bidding.

Tenders without preliminary qualification are tenders with participation in them as offers of all applicants who have fulfilled all the necessary conditions of the tender committee and received the status of an offeror.

The Tender Committee shall arrange the distribution of the tender documents, provide the necessary clarifications on them, decide on the issue of changing these documents and the procedures for their consideration. Tender documentation shall be approved by the customer.

The development of offers by applicants is carried out independently or with the involvement of engineering consulting firms

The offer is accepted by the tender committee with immediate registration in a special book. The offeror is issued a receipt confirming the acceptance and registration of the offer. Offers submitted by the offerers are kept together with the book of registration in a sealed safe under the responsibility of the person accepting the offers. The tender committee shall be responsible for the preservation of the submitted documents.

Offers are accepted in two envelopes.

The external envelope contains:

• bid application;

• a copy of the payment document confirming the first deposit in the amount of 20% of the initial rent;

• internal envelope containing the applicant's offers and bank guarantee.

The inner envelope shall be sealed by the applicant at the time of submission of the offer.

The opening date of the auction is the date of the official publication of the announcement in the media. The deadline for submitting offers is set by the tender committee and is indicated in the announcement of the opening of trading. The Tender Committee shall determine the closing date of the bidding, the hour and place of opening the envelopes, the terms of consideration of the offers.

When considering proposals, their compliance with the requirements of the tender documentation is established, the availability of the necessary documents and their correctness are checked.

Evaluation of tenders shall be carried out within a certain period specified by the rules of work of the tender committee (Appendix 6). Bidders or their representatives may not be present at the evaluation of offers. During the evaluation, the tender committee has the right to call applicants for clarification.

The selection of the winner is determined by the criteria contained in the tender documents, and additional technical, organizational and commercial proposals submitted by the offers, as well as their business reputation, can also be taken into account.

The Tender Committee shall submit the Tender Results Report to the Customer or on his behalf to the Bidder for approval within three days after the relevant decision has been taken.

The Customer - the bidder shall review the submitted minutes and the relevant necessary documents within one week and make a decision on approval (non-approval) of the results of the trades.

The minutes of the tender committee meeting submitted to the customer for approval shall contain:

• name of the object;

• Subject of bidding;

• The cost of the contract;

• Project implementation timeline;

• name of the winner;

• List of offers;

• Conclusion of experts on proposals submitted for evaluation;

• evaluation results;

• composition of the tender committee.

Upon receipt of the notice (Appendix 7), the winner is obliged to make a second deposit to the customer's settlement account within the period set by the tender committee, after which a contract is concluded between the customer and the winner on the terms contained in the tender documents and the winner's offer.

The contract preparation time shall not exceed 30 days. The contract (contract) is concluded on the terms contained in the tender documents and the offer. When a contract is signed by mutual agreement, it can be clarified.

The contract specifies the start and end dates of the work. Upon agreement between the parties, the contract may also provide for the completion of individual stages of work (interim terms). The initial, final and intermediate terms of work specified in the contract may be changed in the cases and in the manner provided for by the contract.

The quality of the work performed by the contractor must comply with the terms of the contract, and in the absence or incomplete of the terms of the contract, the requirements usually for work of the appropriate kind.

After bidding, the customer (the organizer of the bidding) shall return the amount of the deposit to the applicants within the prescribed period from the moment of announcement of the winner of the bidding. This period cannot exceed 5 bank days.

Having determined the winner in the auction, it is necessary to begin to obtain a building permit.

2.4 Obtaining a building permit

The construction permit is a document confirming the compliance of the design documentation with the requirements of the urban planning plan of the land plot and giving the developer the right to carry out the reconstruction of capital construction facilities [35].

Permission for construction on a land plot is issued in the city of Abakan by the Department of Urban Planning, Architecture and Land Management, the initial data preparation department (Appendix 8).

In order to reconstruct the capital construction facility, the developer sends to the authority authorized to issue construction permits, in the city of Abakan, the Department of Urban Planning, Architecture and Land Management, an application for the issuance of a construction permit.

The following documents are attached to the said statement:

1) title documents for the land plot;

2) urban planning plan of the land plot;

3) materials contained in the design documentation:

a) explanatory note;

b) a scheme of planning organization of a land plot, made in accordance with the urban planning plan of the land plot, with the designation of the location of the capital construction object, entrances and passages to it, the boundaries of the zones of operation of public easements, archaeological heritage sites;

c) a scheme of planning organization of a land plot confirming the location of a linear object within the red lines approved as part of the documentation on the planning of the territory in relation to linear objects;

d) diagrams displaying architectural solutions;

e) information on engineering equipment, consolidated plan of engineering and technical support networks with designation of places of connection of the designed capital construction facility to engineering and technical support networks;

f) project of organization of construction of capital construction facility;

g) a project for the organization of work on the demolition or dismantling of capital construction facilities and their parts;

4) positive conclusion of the state examination of design documentation;

5) permission to deviate from limit parameters of permitted reconstruction;

6) consent of all owners of the capital construction facility in case of reconstruction of such facility.

A positive conclusion of the state examination of the design documentation may be attached to the application.

The Department of Urban Planning, Architecture and Land Management authorized to issue building permits in the city of Abakan within 45 days from the date of receipt of the application for a building permit:

1) check the availability of documents attached to the application;

2) check the compliance of design documentation with the requirements of the urban planning plan of the land plot, red lines. If a person is granted permission to deviate from the limit parameters of permitted construction, reconstruction, the design documentation is checked for compliance with the requirements established in the permission to deviate from the limit parameters of permitted construction, reconstruction;

3) issue a building permit or refuse to issue such a permit, indicating the reasons for the refusal.

The cost of issuing a construction permit is 600 rubles.

The form of construction permit is established by the Government of the Russian Federation.

Within 10 days from the date of obtaining the construction permit, the developer is obliged to donate to the local government body, in the city of Abakan, the Department of Urban Planning, Architecture and Land Management, which issued a construction permit, one copy of copies of engineering survey materials, design documentation for placement in the information system to support urban planning activities.

A construction permit is issued for the period stipulated by the project for organizing the construction of a capital construction facility.

Having received a building permit, it is fashionable to begin reconstruction.

2.5 Reconstruction implementation

In the process of construction of a capital construction facility by the constructor and the developer or customer in the case of construction on the basis of the contract, construction control must be carried out. Construction control is carried out in order to verify compliance of the performed works with the design documentation, the requirements of technical regulations, the results of engineering surveys, and the requirements of the urban planning plan of the land plot.

In addition, the executive authorities of the constituent entities of the Russian Federation authorized to carry out state construction supervision over construction, during the construction of capital construction facilities, the State construction supervision is carried out.

The design and construction of the real estate object shall be carried out in accordance with the regulatory documents:

SNiP 2.07.0189 * "Urban planning. Planning and development of urban and rural settlements "

SNiP II - 3 - 79 * "Construction heat engineering"

SNiP 230199 "Construction climatology"

SNiP 41012003 "Heating, ventilation and air conditioning"

SNiP 2.04.0185 * "Internal water supply and sewerage of buildings"

SNiP 2.04.0388 "Sewerage. External networks and structures "

SNiP 210197 "Fire safety of buildings and structures"

SNiP II2381 "Steel Structures"

SNiP 2.02.0183 * "Foundations of buildings and structures"

SNiP 1.04.0385 * "Standards of construction duration and backlog in construction of enterprises, buildings and structures"

Manual to SNiP 110195 on development of section "Environmental protection"

Reference manual for SNiP 2.08.02 - 89 "Public buildings and structures" "Design of gyms, rooms for physical education and recreational activities and indoor ice skating rinks"

Manual on design of public buildings and structures for SNiP 2.08.02-85

SP 311122004 "Sports and sports halls," part 1

SP 501012004 "Design and arrangement of bases and foundations of buildings and structures"

GOST 12.1.00491 "Fire Safety"

Departmental building codes VSN 994 "Instruction on the arrangement of floors in residential and public buildings"

SanPiN 2.1.4.107401 "Drinking water. Hygienic requirements for water quality of central drinking water supply systems. Quality Control "

NPB 10495 "Design of fire warning systems for people"

NPB 882001 "Fire Fighting and Alarm Units"

NPB 24097 "Smoke protection of buildings and structures"

NPB 2452001 "External fire stairs stationary"

At the construction site, documents shall be maintained to monitor the work performed, the main of which are: the general work log, the list of volumes of the main construction, installation, special construction works, the list of requirements for construction structures, the schedule of receipt of construction structures for the object, the schedule of movement of working personnel, the certificate of inspection of hidden works, the certificate of intermediate acceptance of critical structures [41].

2.6 Obtaining permission to put the facility into operation

Permission to put the facility into operation is a document that certifies the complete reconstruction of the capital construction facility in accordance with the permission for the reconstruction of the capital construction facility to the urban planning plan of the land plot and design documentation [35].

To put the object into operation, the developer refers to the local government body, in the city of Abakan, the Department of Urban Planning, Architecture and Land Management, which issued a construction permit, to the department of inspection of architectural and construction supervision with a statement on issuing a permit for commissioning the object, (Appendix 9).

The following documents are attached to the application for permission to put the facility into operation:

1) title documents for the land plot;

2) urban planning plan of the land plot;

3) construction permit;

4) act of acceptance of the capital construction facility (in case of reconstruction on the basis of the contract);

5) document confirming compliance of the reconstructed capital construction facility with the requirements of technical regulations and signed by the person carrying out the construction;

6) document confirming compliance of parameters of the reconstructed capital construction facility with the design documentation and signed by the person carrying out the construction;

7) documents confirming compliance of the reconstructed capital construction facility with the specifications and signed by representatives of organizations operating engineering and technical support networks;

8) a diagram showing the location of the reconstructed capital construction facility, the location of engineering and technical support networks within the boundaries of the land plot and the planning organization of the land plot and signed by the person carrying out the construction;

9) conclusion of the state construction supervision body, the state fire supervision body on compliance of the reconstructed capital construction facility with the requirements of technical regulations and design documentation.

The authority that issued the building permit shall, within 10 days from the date of receipt of the application for the facility commissioning permit, ensure the availability and correctness of the documents, inspect the capital construction facility and decide to issue the applicant a permit for the commissioning of the facility or refuse to issue such a permit, indicating the reasons for the decision.

Permission to put into operation after submitting an application is issued within 1 month, free of charge.

Permission to put the facility into operation is the basis for placing on the state register of the built capital construction facility, making changes to the state register documents of the reconstructed capital construction facility.

The permit to put the facility into operation should contain information about the capital construction facility, necessary for placing the built capital construction facility on the state register or making changes to the state register documents of the reconstructed capital construction facility.

After the approval of the act on commissioning of the object, by the decision of the Head of the city administration, the 1st copy is issued to the developer, the 2nd copy is stored in the city department (department) of architecture and urban planning, the 3rd copy is submitted to the municipal technical inventory enterprise.

The acceptance commission in the presence of the developer gives its opinion, that is, makes an act on commissioning the object (in triplicate). The acceptance committee includes:

Chairman of the _________________________ Commission (position, F.I.O.)

Commission members - representatives of:

Heads of administration of the territory _________________________

inspection bodies of the State Archstroynadzor _____________________

state sanitary supervision bodies _______________

state fire supervision bodies ________________

Committees on Land Resources and Land Administration ________

The developer _____________________________________________

The form of permission for commissioning of the facility is established by the Government of the Russian Federation.

Permission to put the facility into operation is the basis for placing on the state register of the built capital construction facility.

Technical accounting of real estate - a unified state system for collecting, creating, changing and terminating real estate records in the established forms, containing information on the presence of certain features and other accounting characteristics of the object, necessary and sufficient to solve current public, public and private tasks, maintaining statistical, accounting and tax accounting [35].

Information about real estate objects entered in accounting forms and registries is the only document of existence of the accounting object in the fixed composition, boundaries and its use according to the permitted specific purpose.

The state technical accounting of real estate objects is carried out by the State Unitary Enterprise RX UTI, attaches the fact of accounting for the object by entering it in the appropriate register and assigning registration and cadastral numbers to the object.

For technical accounting of real estate objects, the owner or his representative submits the following documents to PMT RX UTI:

1. application for performance of works;

2. constituent documents and power of attorney;

3. originals and copies of title and other permits of certain regulations of the boundary and state of the real estate object, including:

1. a certificate of the right to a land plot with the application of the plan, decisions on the withdrawal of the land plot for reconstruction;

2. decisions and acts of authorized bodies for the issuance of permits for reconstruction;

3. act of the state commission on commissioning of the facility;

4. other documents issued by state bodies of local self-government within their competence and in accordance with the procedure established by law;

Accounting activities begin when documents are received and payment is confirmed. The validity of the reconstruction is checked. At the end of the inspection, the necessary changes are made to the technical passport of the object.

Having made technical accounting, it is necessary to register ownership.

2.7 Registration of ownership

To register ownership rights, the following documents must be submitted to the Office of the Federal Registration Service for the Republic of Khakassia:

• application for state registration;

• document on payment of state registration;

• documents confirming the authority of the representative of the right holder and participants in transactions, including the authority of the representative of the legal entity to act on behalf of the legal entity;

• documents establishing the existence, occurrence, termination, transfer, limitation (encumbrance) of the right;

• land plot plan, subsoil plot and/or real estate object plan with its cadastral number.

The owner or his representative presents an identity document. The representative of the legal entity also presents the constituent documents of the legal entity.

The period for considering and issuing an application for state registration of property rights is 1 month, free of charge.

2.8 Section Output

After the state registration of the property right and receipt of an extract from the technical passport, the owner can begin to exercise his rights and rights by order of the real estate object.

III Technical section

According to the research section, residents of 2 microdistrict I of a residential district in an object located along Komarova St. 4 would like to see a gym, but according to the technical characteristics (area of ​ ​ this object), the implementation of this need is impossible, therefore, a decision was made to reconstruct in the form of a superstructure and annex of operated areas.

3.1 Assessment of the technical condition of the gym located along Komarova str., 4

3.1.1 Site Location Assessment

The object of the study is a sports hall attached to the 335 A2 series panel dormitory located on 4 Komarova St., in 2 microdistrict I of the residential district.

The structure of the microdistrict (Fig.3.1) is composed mainly of residential buildings. The microdistrict also houses a kindergarten and secondary school-gymnasium No. 8, as well as commercial and entertainment buildings [10].

Based on the studies, we can say that, at the moment, all engineering communications have been brought to the facility. Service life of utility networks prior to overhaul or replacement of individual elements is given in Table 3.1

Service life of utility networks.

3.1.2 Technical description of the object

The purpose of the technical survey is to determine the actual technical condition of the building and its elements, obtain a quantitative assessment of the actual quality indicators of structures (strength, heat transfer resistance, etc.) taking into account changes that occur over time to establish the composition and scope of overhaul or reconstruction work at the facility. [11]

The building with a total area of 293.4 m2 is located on the area of 293.4 m2 (Table 3.2) [12]

Technical and economic indicators of the site.

1. Purpose of the surveyed building - Sports hall;

2. Structural diagram of the building - frame;

3. Number of floors - 1 floor;

4. The year of construction is 1978;

5. Piling foundations;

6. Brick walls;

7. Brick partitions;

8. Reinforced concrete floors;

9. Brick columns;

10. Girders metal profile (I-ray);

11. The roof is flat, iron, covered with ruberoid;

12. Floors - plank;

13. Facade decoration - marble tiles;

14. Interior wall decoration - plaster, whitewash, painting;

15. Building condition by appearance (Appendix 10, 11, 15):

1. lack of paving;

2. partial absence of wall cladding;

3. absence of a drainage system;

4. partial absence of glass in window frames;

5. partial expansion of brick of external walls;

16. Site improvement was not performed;

Technical description of the object is given in Table 3.3.

Technical description of the object "Sports Hall"

3.1.3 Assessment of the technical condition of the building

Assessment of technical condition is carried out to establish the degree of damage and the category of technical condition of building structures or buildings and structures as a whole based on comparison of actual values ​ ​ of quantified characteristics with values ​ ​ of the same characteristics established by the project or regulatory document.

The survey of building structures of buildings and structures is usually carried out in three related stages: preparation for the survey; preliminary (visual) examination; detailed (instrumental) examination. [11]

Visual examination of the object will allow to identify the main defects and damages by external signs with required measurements.

List of building defects.

During the visual examination of the object, defects were found in all structures: walls, partitions, columns, girders. In addition, there are defects in the floors, window and doorways, there is no gutter system, there is a complete lack of pavement.

3.1.4 Determination of physical wear of structural elements of the object under examination.

Physical wear and tear means the deterioration of the technical and associated operational parameters of the structure, element, system of engineering equipment (hereinafter referred to as the system) and the building as a whole, their loss of the initial technical and operational qualities (strength, stability, reliability, etc.) as a result of the impact of natural and climatic factors and human life.

Physical wear at the time of its evaluation is expressed by the ratio of the cost of objectively necessary repair measures that eliminate damage to the structure, element, system or building as a whole, and their restoration cost. [13]

The assessment of the physical wear of the building is determined element by element.

Physical wear and tear of individual structures, elements, systems or areas should be assessed by comparing the signs of physical wear and tear detected by visual and instrumental examination with their values given in Tables 1 to 71 of BSN 5386p.

Foundation: pile, the base for the foundations is pebble soils with sand aggregate (according to the survey materials: Skv. 90174, Skv. 06993). Groundwater is located at elevation 240.96. Physical wear of the foundation is determined in accordance with Table 5 of VSN 5386p "Stone, concrete and reinforced concrete pile foundations."

Cracks, curvature of horizontal basement lines indicates 30% of foundation wear.

Walls: 630mm thick are made of brick. Physical wear of walls is determined in accordance with Table 11 of VSN 5386p "Brick walls with facing with ceramic blocks and tiles."

So, numerous lining fallout, moistening of walls, cracks in masonry, falling of individual bricks indicates 41% wear.

Partitions: brick 125mm thick. Physical wear of partitions is determined in accordance with Table 21 of BSN 5386p "Brick partitions."

For the building, the presence of deep cracks on the surface is 45% wear.

Floors: reinforced concrete with a thickness of 220mm span 6000mm. Physical wear of floors is determined in accordance with Table 30 of VSN 5386p "Floors from precast reinforced concrete flooring."

The amount of physical wear for the building in the presence of cracks between the slabs, a slight displacement is 12% of the wear.

Columns: brick. Physical wear of columns is determined in accordance with Table 18 "Brick pillars" of VSN 53-86r

The value of physical wear for columns in the presence of cracks in the stretched zone is 20%.

Girders: reinforced concrete. Physical wear of girders is determined in accordance with Table 32 "Monolithic and prefabricated reinforced concrete beams of coatings and floors" VSN 5386r.

The value of physical wear for girders in the presence of cracks in the stretched zone is 15%.

Roof: flat iron. "Roll roofs," 43 "Steel roofs" VSN 5386p.

The amount of physical wear for the building in the presence of rust, curvature, bloating is, the weakening of the attachment of individual sheets indicates 45% wear.

Floors: plank. Physical wear of the floor is determined in accordance with Table 51 of BSN 5386p "Flooring boards."

Thus, the amount of physical wear will be 48%.

Window openings: wooden, double-door. Physical wear of wooden window blocks is determined in accordance with Table 55 of VSN 5386p "Wooden window blocks."

During the visual inspection of the building, damage, loosening of bindings, partial absence of glazing, drains, cracks were found in these elements, which allows determining the amount of physical wear. For window blocks, it is 35%.

Door openings: wooden. Physical wear of wooden door blocks is determined in accordance with Table 57 VSN 5386p "Wooden doors."

For wooden doorways, physical wear is 43%.

Finishing works: plaster, whitening, painting. Physical wear is determined in accordance with Table 59 "Painting with aqueous solutions," Table 60 "Oil painting," Table 63. "Plaster" VSN 5386p.

The total amount of physical wear for finishing works is 62%.

Internal communications. Physical wear values are determined in accordance with Clause 1.7. VSN 5386p: for the central heating system - Fig. 4, for the internal water supply system - Fig. 5, for the internal sewage system - Fig. 6.

According to the schedules, the physical wear of internal communications is 56%.

As per item 1.4. VSN 5386p Physical wear of the building should be determined by the formula

where the physical wear of the building,%;

physical wear of an individual structure, element or system,%;

a factor corresponding to the proportion of the replacement cost of the individual structure, element or system in the total restoration cost of the building;

n is the number of individual structures, elements or systems in the building.

The shares of the recovery cost of individual structures, elements and systems in the total restoration cost of the building (in%) should be taken according to the enlarged indicators of the restoration cost of buildings approved in the established manner, and for structures, elements and systems that do not have approved indicators - according to their estimated cost.

The specific weights of the building elements are accepted in accordance with table 64a of collection No. 7 of the Consolidated Indicators of the Restoration Cost of Buildings Consisting of the State Budget. For calculation we take the indices of buildings having characteristics similar to the characteristics of the surveyed building:

Brick one-story

Capital Group I

Characteristics of the building. Concrete tape foundations; brick walls; reinforced concrete columns; reinforced concrete girders, metal profile; reinforced concrete slabs; plank floors; brick partitions; iron roof. There is central heating, water supply, sewerage, electric lighting.

Specific weights of building elements.

To calculate the physical wear and tear of the building, the above data must be tabulated.

Determine the amount of physical wear and tear.

Thus, the amount of physical wear determined based on the element estimate is 43.6%.

Compare the normative value of physical wear and tear with the actual:

Since the building belongs to the I capital group, built in 1978, the standard service life of the facility is 150 years.

From this we can conclude that at a small age of the object (29 years) its physical wear exceeds the normative value, which in turn is associated with the suspension of the operation of the building.

In general, the object is in a satisfactory state. Operation of the object is possible in case of elimination of detected defects.

3.2 Description of the research object "Sports Hall," located on Komarova str., 4

3.2.1 Constructive solution of the gym

The object of the study is the gym building according to the project is a one-story building.

Structural diagram of the building - with incomplete frame, (Fig. 3.3)

The object of study consists of the following structural elements [12]:

• foundation - pile for brick columns (dimensions in section 300 × 300 mm). Foundation depth 3.2 m

• columns - brick section dimensions 400 × 530 mm

• girders - metal profile (cross-section height 400 mm)

• slabs - 200 mm thick reinforced concrete

• walls - external - brick, thickness 640 mm

• partitions - 125 mm thick brick

In the building of the reconstruction facility there are the following rooms (Fig. 3.4, Table 3.7)

Explication of the premises of the existing Sports Hall building

The facility is supplied with all necessary engineering communications, including electricity, heating, water supply, sewerage.

3.3 Reconstruction project of the "Sports Hall" located on Komarova str., 4

A renovation project extends the area of an existing building by moving the walls and the second floor add-in, with the building design unchanged.

The total area of ​ ​ the gym building is 535.58 m2;

the area of ​ ​ the first floor is 344.71 m2;

area of the second floor - 190.87 m2;

construction volume - 2367.26 m3

The space-planning solution of the sports hall building and the decision of its master plan should fully satisfy its purpose and the needs of future visitors.

In addition, volume planning, design and plot plan solutions must satisfy:

• Urban planning norms and regulations [6, 14, 15];

• Comply with all standards and regulations applicable to public buildings (fire safety, arrangement of structural elements, accessibility to low-mobility population groups, communication solutions, etc.).

3.3.1 Plot Plan Decision

The area of the land plot occupied for the implementation of the sports hall reconstruction project is 499.31 m2 (Fig. 3.5)

The area of ​ ​ the land plot occupied for the implementation of the reconstruction project of the sports hall can be divided conditionally into two zones (Fig. 3.5):

• the area occupied directly by the gym building itself and the territory adjacent to it (the territory of the front facade). The total area of this zone is 344.71 m2

• Ground parking area 75.67 is designed for an average of 14 vehicles.

• Landscaping area 78.93 m2

3.3.2 Structural solution of the gym building

The design object - the gym - is a two-story building.

Structural diagram of the building - with incomplete frame: external walls - bearing, and also bearing are rows of columns (Fig. 3.6)

The sports hall building according to the project consists of the following structural elements:

• foundation - individual piles for internal brick columns (dimensions in section 300 × 300 mm), monolithic tape foundations for external walls with a thickness of 510 mm. Foundation depth 1.6 m, 2.9 m

• columns - brick section dimensions 400 × 530 mm, metal section 392.6 mm

• girders - metal profile, cross-section height 600 mm

• slabs - prefabricated reinforced concrete 220 mm thick, monolithic 220 mm thick

• walls - brick, 510 mm thick

• partitions - 120 mm thick gypsum board

Climbing to the second floor is carried out by a metal two-march staircase (Fig. 3.7), the width of the march is 1200 mm, the height of the stage is 150 mm, the tread is 250 mm with an interstage platform with dimensions of 1000x1200 mm, resting on metal posts.

3.3.3 Space-planning solution of the gym building

Space-planning and structural solutions of the sports hall building are developed in accordance with all norms, rules and requirements for such buildings [15].

The gym building is located in two levels. Building level floor elevations:

- first level - 0.000 m

- second level - 4.420 m

The total area of ​ ​ the gym building is 535.58m2, the construction volume is 2367.26 m3.

According to the space-planning decision of the gym building, certain zones of various purposes are formed, namely: martial arts areas, recreation areas, exercise areas on simulators, table tennis areas, fitness areas that fully correspond to the general purpose of the gym building project.

Sports hall is designed for 49 people

Consider the planning solution of each level of the gym building:

The first level is located at an elevation of 0.000 m, the height of the level is 4.20 m.

The following rooms are located at this level of the gym building (Fig. 3.7)

1. A sports hall for fitness, with an area of ​ ​ 148.07m2, with a capacity of 26 people per shift, since according to the regulatory requirements [14], one person engaged should account for 5.5m2 of the room area.

2. Sports hall No. 2 for exercise on simulators, with an area of ​ ​ 87.07m2, with a capacity of 19 people, since according to regulatory requirements [14], each simulator should account for 4.5m2 of the room area.

3. Sports hall No. 3 for table tennis, an area of ​ ​ 24 m2, a capacity of 4 people per table, 1 tennis table [14].

4. Stripped male, with an area of ​ ​ 21.64 m2, is designed for 17 people out of a consumption of 1.3 m2 per person engaged [14].

5. Women's undress, with an area of ​ ​ 35.67 m2, is designed for 28 people out of a consumption of 1.3 m2 per person engaged [14].

6. Coaching, with an area of ​ ​ 10.64 m2, is designed for 4 people out of 2.5 m2 for a trainer [14].

7. Inventory room, 6.7 m2 [14].

8. Shower for those engaged with area of 1.49 m2 [14].

9. Latrine for those engaged with area of 1.38 m2 [14].

10. Shower for trainers with an area of ​ ​ 3.09 m2 [14].

11. Latrine for trainers area 1.8 m2 [14].

12. Warm tambour with an area of ​ ​ 3.19 m2.

The second level is located at 4.400 m, the height of the level is 4.20 m.

The following rooms are located at this level of the sports hall building (Fig. 3.8):

13. A sports hall for martial arts (wrestling), with an area of ​ ​ 113.73m2, with a capacity of 10 people per shift, since according to regulatory requirements [14], one person engaged should account for 12 m2 of the room area.

14. General physical training hall, area 39.2m2 [14].

15. Stripped male, with an area of ​ ​ 23.25 m2, is designed for 10 people out of a consumption of 2.3 m2 per person engaged [14].

16. Coaching, with an area of ​ ​ 6.92 m2, is designed for 2 people out of 2.5 m2 for a trainer [14].

17. Shower for those engaged with area of 1.49 m2 [14].

18. Latrine for those engaged with area of 1.38 m2 [14].

3.3.4 Heat Engineering Calculation

By heat engineering calculation we define the minimum thickness of the external walls necessary to create the required temperature and humidity mode inside the heated room and a comfortable mode for people.

In order for the external enclosure of the building to provide sanitary and hygienic conditions in the room, it is necessary that its resistance to heat transfer Ro is greater than or equal to the required R01tr

n is a coefficient taken depending on the position of the outer surface of the enclosing structure with respect to the outer air ([16], Table 3);

tv is the design temperature of internal air, wasps, is accepted according to design codes of the respective buildings and constructions;

tn is the design winter temperature of external air, OS accepted to the equal average temperature of the coldest five-day week with security 0.92 ([17], tab. 1);

∆ tn is standard temperature difference between temperature of internal air and temperature of an internal surface of an enclosing structure, wasps, ([16], the table. 2);

αв - coefficient of a heat transfer of an internal surface of enclosing structures ([16], tab. 4)

It is also necessary to determine the heat transfer resistance that meets the conditions of energy saving, depending on the GSOP indicator (degree of heating period)

GSOP = (tv - tot. lane) • Zot. lane, where

tot. the lane = the average temperature of wasps of the period with an average daily temperature of external air is lower or equal 8 wasps ([17], tab. 1);

Zot. the lane - period duration with an average daily temperature of external air is lower or equal OS ([17], tab. 1)

The reduced heat transfer resistance of the enclosing structure under energy saving conditions shall be at least

R02tp = Rmintr + 0.0001 • GSOP • k, where

Rminter - minimum required heat transfer resistance;

K - energy saving factor.

Thus, for the premises of the sports hall:

Required heat transfer resistance under energy saving conditions:

GSOS = (18 - (9.7)) • 225 = 6232.5

R02tr = 1.67 + 0.0001 • 6232.5 • 3 = 3.54

We will calculate the thickness of the insulation from polystyrene foam.

The wall design is shown in Fig. 3.9 (dimensions are presented in millimeters)

The section of the external wall with ventilated facade is represented by the following elements:

1 - Plaster layer, γ = 0.76 W/mC, = 0.02m

2 - Brickwork γ = 1800kg/m3, γ = 0.7 W/mC, = 0.25m

3 - polystyrene foam, γ = 0.041 W/mC

4 - Brickwork γ = 1800kg/m3, γ = 0.7 W/mC, = 0.12m

Nominal design resistance:

Find the thickness of the insulation:

The thickness of the insulation will be 0.12 m, and the thickness of the entire wall is 0.51 m.

By heat engineering calculation we determine the minimum thickness of the coating necessary to create the required temperature and humidity mode inside the heated room and a comfortable mode for people.

Thus, for the premises of the sports hall:

Required heat transfer resistance under energy saving conditions:

We will calculate the thickness of the insulation from polystyrene foam.

The coating design is shown in Fig. 3.10 (dimensions are presented in millimeters)

The section of the coating with ventilated facade is represented by the following elements:

1 - Plaster layer, γ = 0.76 W/mC, = 0.02m

2 - Reinforced concrete slab of coating γ = 2500kg/m3, γ = 1.92 W/mC, = 0.22m

3 - polystyrene foam, γ = 0.041 W/mC

Nominal design resistance:

Find the thickness of the insulation:

In the future, the thickness of the insulation will be 0.15 m, and the thickness of the coating is 0.39 m.

3.3.5 Interior and Exterior Finishes

Indoor Finishes:

1. Floor in the hall of fitness classes and exercises on simulators - board, 37 mm thick, (Fig. 3.11), [14, 15]

1 - tongue boards, h = 37mm; 3 - lags, h = 40 mm;

9 - leveling cement-sand brace; 10 - floor slab;

Floor in hall for occupations of oriental single combats is also plank, and platform for occupations is covered with elastic cover of tatami, since the hall is located on the second floor, and on the first floor there are also halls with permanent stay of people, sound insulation is provided (Fig. 3.12) [14,15]

1 - chopped board; 2 - lags; 4 - plates made of cast rubber;

6 - leveling cement-sand brace; 7 - floor slab

2. The walls are plastered and glued with washing wallpaper. The colour of the walls shall correspond to the nature of the occupation in each area [14, 15]:

• In the area for sports (simulators, fitness, wrestling), the color is used to induce emotional arousal (combination of blue and orange);

• In the recreation area engaged (undress rooms), there are soothing colors (beige);

3. The ceiling is plastered and whitewashed.

External decoration

External decoration consists in facing the building with facing brick.

3.3.6 Engineering support of the gym building

The design object - the gym - is a building built by the method of reconstruction of the existing gym.

At the time of reconstruction, all engineering communications were brought to this facility.

Heating, ventilation and air conditioning systems of the gym building are designed in accordance with the norms and requirements [14].

Air temperature in the gym of 18 wasps.

Ventilation of the gym building according to the norms [18] is designed with artificial impulse.

Water supply of the gym building is designed according to technical specifications, requirements and norms [15, 19, 20].

Water flow rate per day is 300l.

Fire-fighting water supply [21] is provided.

The sewage system of the gym building shall be designed according to the technical specifications, requirements and norms [22].

Power supply of the gym building shall correspond to 200 lx [14].

3.3.7 Ensuring fire safety

In the building of the sports hall according to the norms [21, 23, 24, 15] there are structural, space-planning solutions, and engineering and technical solutions that provide in case of fire:

- the possibility of evacuating people outside to the area adjacent to the building;

- the possibility of saving people;

- possibility of access of personnel of fire departments and supply of fire extinguishing equipment to the fire center, as well as carrying out measures to save people and material assets;

- fire non-propagation on nearby buildings, including in case of burning building collapse;

To ensure fire safety in the gym building, the following are designed:

- fire warning systems for people in accordance with the norms [25];

- fire-fighting and alarm systems in accordance with the norms [26];

- smoke protection in accordance with the norms [27];

- external stationary fire ladders in accordance with the norms [28];

3.3.8 Evacuation plan

Structural, space-planning and engineering solutions of a public building shall provide in case of an emergency (fire, gas leakage, etc.) ways of evacuating people from the building to a safe area.

Structural, space-planning and engineering solutions of the designed gym building provide for the presence of such evacuation routes.

Evacuation of people from the second floor is carried out by vertical connections - stairs; quantity, position and design of which comply with the required norms and regulations [23], (Fig.3.13).

The number, position, dimensions and design of doors (including the entrance ones, ensuring communication of the internal space with the street) also meets the requirements of [23]; as well as the position, length and width of passages, corridors serving for the evacuation of people.

3.3.9 Environmental protection during the reconstruction of the gym

Measures for nature protection, rational use and reproduction of natural resources, as well as compliance with environmental safety requirements of the designed facilities and public health protection in accordance with the requirements and norms are provided for during the reconstruction of the sports hall [29].

The environment is protected by:

• landscaping of the territory adjacent to the reconstructed sports hall;

• arrangement of additional trash bins;

3.3.10 Reconstruction technology

Reconstruction of residential buildings of old construction, has a fairly wide range for decision-making - demolition; modernization, integration, rigging and superstructure of several floors. An important role is given to this

ensuring a given level of capital and durability of all volumes of the building intended for reconstruction.

The decision is a difficult economic and social task, since it is based on a number of important factors - the degree of wear and tear of the building, the technical condition of the reconstructed elements, the amount of capital investments in reconstruction and the possible effect, the presence of an investor, the timing of the proposed reconstruction.

The feasibility of performing reconstruction work is dictated by many factors, including the architectural significance of the reconstruction object in urban development, the comfort of the location in the quarter of development, the position of the building in the city infrastructure (center, business part, environmentally friendly district, industrial, outskirts), distance from urban vehicles, etc.

The main tasks to be solved during the reconstruction are to increase the life cycle of the building by 70... 100 years; an increase in the total housing area; improving the consumer level and quality of the reconstructed object; considerable increase of heat and sound insulation of rooms.

The main method of production of masonry in multi-storey frame buildings is in-line, which is based on the following principles:

• execution of the whole complex of works on the grab-tier system;

• division of the complex masonry process into the constituent processes by their own specialized links;

• sequential execution of processes by the specialized units of permanent composition at the same rate by grips and tiers;

• transfer of links from gripping to gripping at regular intervals, called flow pitch;

• mandatory linkage of the duration of installation and masonry on the grip.

The process of erecting a multi-storey brick house is usually carried out by a complex team. The quantitative and qualification composition of the team is determined depending on the front of the work, the construction period, the accepted methods of work, the productivity of workers and machines.

The main feature of erecting multi-storey buildings with brick walls is the combination of installation and stone work. Both of these processes are inextricably interconnected and can be performed in parallel or with a time gap.

The specificity of these works is that their performance is associated with compliance with the necessary technological breaks. Installation of the next floor of the frame building is allowed only after reaching at least 70% of the design strength with concrete used for monolaying of joints, assemblies and seams of floors.

Replacing existing constructs precedes or accompanies the installation of new constructs. The replacement of structures can be carried out separately, when all replaceable structures are first dismantled on a certain grip or building as a whole, in the place of which new ones are then installed. The combined method provides for sequential removal and installation of structures in a single stream, with a single set of construction machines. The work front with such an organization is reduced to the size of one or more cells while maintaining the strength, rigidity and stability of adjacent structures. Disassembly of structures can be carried out in an element-by-element or by enlarged units depending on the structural solution of the dismantled structures and the technological capabilities of the means used in dismantling.

3.4 Calculation of main bearing structures

3.4.1 Calculation of girder

For girders we accept the brand of steel VSt3sp.

[tab. 51/31]; [tab. 51/31]; [tab. 51/31]; [tab. 51/31]; [tab. 2/31];

.

The crossbar is split, loaded with a uniformly distributed load, which is transmitted from the support parts of the coating plates.

Determine the load acting on the crossbar

Determination of calculation forces

Forces in the beam are determined according to the rules of construction mechanics (Fig. 3.14)

Determination of required resistance moment

Required moment of resistance taking into account the development of elastoplastic deformations:

On a range we accept Ì 60 B1

Wx = 2610 cm3 > Wtp = 1872.57 cm3

Geometric characteristics of the section (Fig. 3.15):

h = 594.2 mm;

Checking the crossbar for the first group of limit states

Normal stress strength:

τ=25.65 MPa <Rs*γc=144.3 MPa

Conclusion: strength on tangent stresses is ensured.

Check of beams against the second group of limit states

Output: beam stiffness is ensured

3.4.2 Column calculation

3.4.2.1 Calculation of the second floor column

We accept the material of the column: steel grade VST3kp [Table 51/31/].

Calculated length of column in girder plane:

lx=l0x*μx=4,2*2=8,4м

Calculated length of column in plane perpendicular to plane of crossbar:

ly=l0y*μy=2,1*1=2,1м

Fig.3.16 Design diagram of the second floor column

Specifies the desired section area.

In the first approximation, we assign flexibility, according to Table 72/31 we determine the coefficient of longitudinal bending.

We determine the required cross-sectional area by the formula:

I-tuber I 20 K1 (Fig. 3.17) is selected according to the obtained required area according to the grade.

We determine the actual value of column flexibility in X-X planes and

We check the stability of the column according to the formula:

Conclusion: column stability is ensured.

We check the column equal stability:

Conclusion: the column is equally stable.

Local stability of flanges and walls of rolling section column is provided by grade.

Finally, we accept I 40 K1 I, with the following dimensions:

3.4.2.2 Calculation of the first floor column

We accept the material of the column: steel grade VST3kp [Table 51/31/].

Column Load Collection

Calculated length of column in girder plane:

lx=l0x*μx=3,8*2=7,6м

Calculated length of column in plane perpendicular to plane of crossbar:

ly=l0y*μy=1,9*1=1,9м

Rice. 3.19 Calculation diagram of the first floor column

Specifies the desired section area.

In the first approximation, we assign flexibility, according to Table 72/31 we determine the coefficient of longitudinal bending.

We determine the required cross-sectional area by the formula:

I-tuber I 20 K1 (Fig. 3.20) is selected according to the obtained required area according to the grade.

We check the stability of the column according to the formula:

Conclusion: the column is equally stable.

Local stability of flanges and walls of rolling section column is provided by grade.

Finally, we accept I 40 K1 I, with the following dimensions:

3.3.3 Foundation calculation

3.4.3.1 Assessment of site engineering and geological conditions

Fig.3.22 Geological section

This area of ​ ​ the city is geomorphologically an underground terrace of the Abakan River.

In connection with the construction, this part of the city was planned (filled with large-breaking soil).

Lithological section of the site to a depth of 1,53,5m is represented by man-made (bulk) soil. Below in the section there are dusty sands and large-breaking soils with sandy aggregate. The roof of large-breaking soils is fixed by wells at a depth of 2.45.8m. Gravel and pebble capacity

soil with sand aggregate is 0.8 m and 3.23.7 m, respectively. In the lower part of the section, from a depth of 6.99.0 m, large-breaking soils with sandy filler are met.

In terms of chemical composition, groundwater is hydrocarbonate calcium. In relation to normal density concretes on any cement grades, groundwater is not aggressive.

The normative depth of seasonal freezing for the city of Abakan is 2.9 m.

According to the normative literature [30], bulk soil becomes trapped after 1 year.

3.4.3.2 Determining the size of the foundation for the outer wall

We calculate the constant load acting on the outer column:

Since the base is pebble soil, the depth of foundation laying does not depend on the calculated freezing depth, that is, we accept the depth of foundation laying df = 1.6m [32]

forcing is provided.

We accept a non-standard welded mesh with the same working reinforcement in both directions from rods 10 ∅ 10 AIII with pitch S = 10 cm

3.5 Section Output

In the engineering section of the diploma project, the main task was to develop a volumetric and planning solution for the real estate object. But before you begin to design, you need to determine the physical wear of the existing object, calculate the main structural structures.

In addition, when developing the project, it is necessary to take into account fire safety requirements and sanitary and hygienic requirements for the facility. Meeting these requirements will ensure the normal functioning of the gym. In addition, compliance with these standards is necessary both to ensure the safety of potential visitors and to protect the facility itself.

IV Economic section

In order to determine the effectiveness of the investment project and identify the cost-effective and most recoverable option for the operation of the real estate "Sports Hall," it is necessary to calculate the main indicators.

Investment Project Performance Analysis

The investment process in relation to real estate is carried out on the basis of a decision on the effectiveness of the investment project.

An analysis of the effectiveness of investment projects is carried out in the process of comparing various alternative investment projects in order to identify the most optimal in specific circumstances.

When analyzing an investment project aimed at reconstructing the Sports Hall, it is advisable to consider the option of an investment project as the completion of the reconstruction of the Sports Hall and independent operation.

The investment performance analysis is based on a qualitative analysis of the total cash flow at all stages of the investment project.

Cash flow is the time-dependent cash receipts and payments defined for the entire settlement period.

The composition of the cash flow depends on the nature of the project. Consider the option of implementing the project only at the expense of the investor's own funds, without taking into account additional financial activities. The cash flow will be represented by costs, consisting of:

• investments in reconstruction of construction in progress

• costs associated with the operation of the facility

• Costs related to wages

• Utility charges

• operating income, which is presented in the form of training fees.

The analysis determines a number of key valuation indicators:

- the payback period is the period during which the return on capital reaches the value of the amount of the initial investment (that is, the amount of discounted financial totals by year, calculated without the initial investment reaches the amount of the initial investment)

- net discounted income (net present value) is the difference between the net discounted value of the future amount of funds and the initial amount of investments (or between return on capital and invested capital)

- internal rate of return - the discount rate at which the return on the investment project is equal to the initial investment in the project (maximum discount rate at which costs are equal to income and net profit is equal to zero)

- profitability index is the ratio of the total amount of discounted project revenues to the amount of discounted investment costs

4.1 Calculation of investment project efficiency related to reconstruction and independent operation of the facility

4.1.1 Definition of expenditure and revenue parts of the project

The implementation of the project "Reconstruction of the gym" provides for the reconstruction of this facility and its further operation.

The following main indicators are used to assess the effectiveness of the project, which is carried out on the basis of cash flow receipt calculations: payback period, net discounted income, internal rate of return, profitability index. We will calculate all these indicators. However, you must first define the cash flow (outflow - expenses and inflow - income) for the periods (one period we accept half of the year).

Monetary revenues are determined on the basis of comparative data of analogue objects. The following are accepted as analogue objects:

• Republican Complex Sports School;

• House of wrestling named after Yarygin;

• Gym "Shans2";

• Sports Hall "Body Technique";

• Sports hall "Alfasport";

• Sports hall "Fitplaneta sport";

4.1.1.1 Determination of cash outflow value

The cash outflow considered in this work is:

• Determination of the value of project investments for the reconstruction of the "Sports Hall" in the amount of 6,319,108,06 rubles (Appendix 17. 18. 19), by months (diagram 4.1), [33.43]

Figure 4.1 Distribution of reconstruction investments

"Sports Hall" by month

• Determination of production costs

The investment project under consideration has adopted the following employee salaries (Table 4.1) (in accordance with the real salary levels of the personnel of similar facilities).

Wages

• Utility charges

The investment project under consideration adopted average values of tariff rates and volume of consumed resources per month (Table 4.2), [42]

Average rates and resources consumed per month

4.1.1.2 Determination of cash inflows

The revenue part of the cash flow (inflow) is formed due to the provision of services, taking into account the functional purpose of the object.

The following sports areas will be included in the reconstructed Sports Hall (Table 4.3)

Distribution of areas of the "Sports Hall" building by functional purpose

4.1.1.3 Distribution of funds by forecast period

We accept the forecast period to analyze the effectiveness of the investment project for 5 years. The single period is a year.

For the convenience of determining the effectiveness of the investment project, we will compile a table of cash allocation for the forecast period (Table 4.4), (Figure 4.2) [44]

Distribution of funds by forecast period

4.1.1.4. Calculation of investment project performance indicators

Net discounted income of NDD (NVP) is calculated by formula, [45]

where (Rt - Zt) - cash flow balance for period t

E - discount rate (we accept an equal refinancing rate of 18%)

t is the sequential index of the cash flow fixing period

T - duration of forecast period

According to the table, 4.4 determined the net discounted income for 5 years in the amount of 7,045,471,95 rubles.

Payback period Current is found by formula [45] as per Table 4.4

no initial investment

E - discount rate (we accept an equal refinancing rate of 18%)

= 6,068 133.40 rub. - amount of discounted initial investments

For the first 2 years, the amount of discounted financial totals calculated without initial investments is 4,936,806,82 rubles. (Table 4.4)

For the first 2.5 years, the amount of discounted financial totals calculated without initial investments is 6,576,862,83 rubles. (Table 4.4)

4,936,806.82 rub. < 6,068,133.40 rub. < 6,576,862.83 rub. - this means that the payback period is between the 2nd and the 2.5th year, namely:

The internal rate of return of GNI (IRR) is determined by such a discount value at which NVP = 0, that is, it is the root of the equation, [45]

We set the free discount values E1 = 55% and E2 = 60% and calculate the net discounted income values for them (Table 4.5)

Determination of internal rate of return

The GNI value = 53.47% for the Sports Hall reconstruction project, calculated for the forecast period of 5 years, is the limit of discount, above which the net discounted income becomes negative, and the investment project is inefficient.

The profitability index (P) of the investment project is determined based on the data of Table 4.4 by the formula, [45]

where - amount of discounted initial investments

no initial investment

E - discount rate (we accept an equal refinancing rate of 18%)

effective, that is, in 5 years, the return on 1 invested ruble is 1.16 kopecks

All the obtained performance indicators of the investment project related to the completion of the restaurant building are shown in Table 4.6

Performance indicators of the investment project related to the reconstruction of the "Sports Hall"

4.2 Calculation of the efficiency of the investment project related to the reconstruction and leasing of the facility with constant functional purpose.

4.2.1 Determination of cash outflow value

The cash outflow considered in this work is:

• Determination of the value of project investments for the reconstruction of the "Sports Hall" in the amount of 6,319,108,06 rubles (Appendix 17. 18. 19), by months (Fig. 4.3), [33.43]

"Sports Hall" by month

• Determination of production costs

The investment project under consideration has adopted the following employee salaries (Table 4.7) (in accordance with the real salary levels of the personnel of similar facilities).

Wages

• Utility charges, input accepted according to [42]

The investment project under consideration adopted average values of tariff rates and resources consumed per month (Table 4.8)

Average rates and resources consumed per month

4.2.2 Determination of cash inflows

The revenue part of the cash flow (inflow) is formed only for

an account for the rental of this object and the receipt of income from the tenant in the form of rent in the amount of 500 rubles/m2.

The following sports areas will be included in the reconstructed Sports Hall (Table 4.9)

Distribution of areas of the "Sports Hall" building by functional purpose

4.2.3 Distribution of funds by forecast period

We accept the forecast period to analyze the effectiveness of the investment project for 5 years. The single period is a year.

For the convenience of determining the effectiveness of the investment project, we will compile table 4.10 of the distribution of funds for the forecast period, (Fig. 4.4) [44]

Distribution of funds by forecast period

Figure 4.4 Change of cash flow of the project directed

for the reconstruction of the "Sports Hall"

4.1.4. Calculation of investment project performance indicators

Net discounted income of NDD (NVP) is calculated by formula, [45]

where (Rt - Zt) - cash flow balance for period t

E - discount rate (we accept an equal refinancing rate of 18%)

t is the sequential index of the cash flow fixing period

T - duration of forecast period

According to the table, 4.10 determined the net discounted income for 5 years in the amount of 2,612,826,01 rubles.

Payback period Current is found by formula as per Table 4.4, [45]

no initial investment

E - discount rate (we accept an equal refinancing rate of 18%)

= 6,068 133.40 rub. - amount of discounted initial investments

For the first 3 years, the amount of discounted financial totals calculated without initial investments is 5,258,291,84 rubles. (Table 4.10)

For the first 3.5 years, the amount of discounted financial totals calculated without initial investments is 6,222,234,65 rubles. (Table 4.10)

payback is between the 3rd and the 3.5th year,

The internal rate of return of GNI (IRR) is determined by such a discount value at which NVP = 0, that is, it is the root of the equation, [45]

We set the free discount values E1 = 30% and E2 = 35% and calculate the net discounted income values for them (Table 4.11)

Determination of internal rate of return

The GNI value = 31.07% for the Sports Hall reconstruction project, calculated for the forecast period of 5 years, is the limit of discount, above which the net discounted income becomes negative, and the investment project is inefficient.

The profitability index (P) of the investment project is determined based on the data in Table 4.10 by the formula, [45]

no initial investment

E - discount rate (we accept an equal refinancing rate of 18%)

All the obtained performance indicators of the investment project related to the completion of the restaurant building are shown in Table 4.12

Performance indicators of the investment project related to the reconstruction of the "Sports Hall"

4.3. Summarizing the results of comparison of investment projects

In this work, we analyzed two different options for investment projects related to the use of the Sports Hall facility, the first of which involves the completion of reconstruction and independent operation, the second - the completion of reconstruction and rental of the facility without changing its functional purpose.

These alternatives were compared in order to select the most effective investment solution.

Results of comparison of proposed alternative investment projects are summarized in Table 4.13

Comparison of investment development options

According to table 4.13, the most economically effective option for all the parameters considered is the reconstruction of the Gym building and its independent operation. This option of using the object has a large net discounted income, an internal rate of return, and an index of profitability.

4.4 Section Output

The analysis of the options for the operation of the Sports Hall real estate object consisted in determining the expenditure (project investments, production costs) and revenue parts of the project, comparing them using economic factors showed that independent operation of the object is most profitable and has a shorter payback period.

V Management section

5.1 Organizational and legal mechanism of project management

Project management is a professional activity based on the use of modern scientific methods, tools and technologies aimed at obtaining effective final results, with observance and use of the legislative, regulatory and reference basis of design and construction.

Management was named - management functions.

The management process is a special activity in which a significant number of participants (organizations) who perform various works and provide various services take part, (Figure 30), [46]

Diagram 5.1 Project Management Process

5.1.1 Project participants and their functions

Participants in the development process are the main element of the structure of any project, since it is they who ensure its implementation, the composition of the project participants, their roles, the distribution of functions and responsibilities, (scheme 5.1).

Diagram 5.2 Project Management Participants

The functions associated with the implementation of the project during its life cycle are permanent, and the composition of the participants, their roles, responsibilities can change. The following functions can be considered unchanged:

1) understanding, initiation, must be carried out by the interested party - the customer (developer);

The customer (developer) is the future owner and user of the project results. The developer determines the basic requirements and scope of the project, provides financing for the project at the expense of own funds or investors, concludes contracts with the main contractors and is responsible for these contracts.

2) the investment of the project is carried out by the investor, in this case the customer is an investor.

3) the project should be carried out by the executors:

Design organizations develop design and estimate documentation and perform design and survey work.

Contractor - Civil Engineering Organization performing project execution works in accordance with the contract. The general contractor who enters into contracts with subcontractors is responsible for all works.

Interaction between the main participants of the investment and construction project is presented in scheme 5.3.

Scheme 5.3 Interaction of the main participants

investment and construction project

5.1.2 Initial - permitting documentation

The real estate object is a one-story building attached to the dormitory located on Komarov St. 4 is owned by businessman Verkhoturov V.M. on the right of lease from the municipality for a period of 49 years, therefore, the operation of the object should be carried out with an initial functional purpose, like the Sports Hall.

The right to lease this object was obtained as a result of the bidding.

For the implementation of the facility, it is necessary to carry out all the necessary tests and obtain all the necessary permits for the reconstruction (see section II).

5.2 Plan - Project Schedule

For the effective operation of the project at the construction stage, it is necessary to develop a schedule for the implementation of construction (scheme 5.4).

1. Market analysis is carried out to select the necessary and sought-after sports that can be placed in a given real estate object by means of a questionnaire of residents of a given residential area.

2. The period of engineering surveys depends on the scope of work and complexity of conditions, is 2 months, design documentation is compiled for 3 months, state examination of design documentation should not exceed 3 months.

3. 2 months are allocated for contracting bidding.

4. Before starting the reconstruction, it is necessary to obtain a building permit, the issuance period is 45 days.

5. The reconstruction of the property, which consists in expanding the area due to the superstructure of the floor and the addition of the area in operation, is carried out in 3 months.

6. The technical account is carried out by the State Unitary Enterprise RX UTI within seven days, having received a copy of the technical passport, it is necessary to register the ownership of the object in the Office of the Federal Registration Service for RX, the registration period is 1 month.

5.3 Standard support of the project implementation

At the stage of implementation of the Sports Hall project, we developed the standard support necessary for better management of the facility (scheme 5.5).

Diagram 5.5 Project Implementation Standard Support

It is controlled by:

1. The highest management link is the director.

2. Administrator - Mediates between the director and employees on the one hand and guests on the other. This function can be described as a function of translating the general staged tasks that determine owners into specific management decisions.

Functional responsibilities of employees of the first and second qualification levels:

The director of the enterprise belongs to the category of managers, is accepted and dismissed by the decision of the general meeting of founders [47].

A person with a higher professional education and seniority in senior positions in the corresponding profile of the enterprise in the industry is appointed to the position of director of the enterprise for at least 5 years. The director of the enterprise reports to the founders of the enterprise.

The director of the enterprise is guided by:

• methodological materials related to the enterprise activity;

• legislative and regulatory documents regulating the production, economic and financial-economic activities of the enterprise;

• the charter of the enterprise;

• labor regulations;

• this job description.

• The director of the enterprise should know:

• Legislative and regulatory legal acts regulating the production, economic, financial and economic activities of the enterprise, resolutions of the national and local government and management bodies, which determine the priority directions of economic development;

• profile, specialization and peculiarities of the enterprise structure;

• prospects of technical, economic and social development of the enterprise;

• Tax and environmental legislation;

• Procedure for preparation and approval of business plans of the production, economic and financial-economic activities of the enterprise;

• Procedure for conclusion and execution of economic and financial contracts;

• management of the economy and finances of the enterprise;

• labour legislation;

In the absence of the director of the enterprise, his duties are performed by the appointed deputy in accordance with the established procedure, who is fully responsible for their high-quality, effective and timely performance.

The following functions are assigned to the directors of the enterprise:

1. General management of the production, economic and financial and economic activities of the enterprise;

2. Organization of interaction of all structural subdivisions;

3. Ensure compliance with all commitments made by the enterprise, including commitments to budgets at different levels and extrabudgetary funds;

4. Creation of conditions for introduction of the latest technologies, progressive forms of management and organization of labor;

5. Monitoring of the rule of law in all services;

6. Protection of property interests of the enterprise in court, arbitration, public authorities;

To perform the functions assigned to him, the director of the enterprise must:

• To manage in accordance with the current legislation the production, economic and financial and economic activities of the enterprise, bearing full responsibility for the consequences of the decisions made, the safety and effective use of the enterprise's property, as well as the financial and economic results of its activities;

• Ensure that the enterprise fulfills all obligations to federal, regional and local budgets, state extrabudgetary social funds;

• Take measures to provide the enterprise with qualified personnel, rational use and development of their professional knowledge and experience;

• Ensure the correct combination of economic and administrative management methods;

• organize production and economic activities on the basis of wide use of the latest technology and technology, progressive forms of management and organization of labor, study of market conditions and best practices (domestic and foreign) in order to fully improve the technical level and quality of services, economic efficiency of its production;

• To resolve issues related to the financial, economic and production and economic activities of the enterprise within the limits provided to it by the legislation, to entrust the conduct of certain activities to other officials, deputy directors, heads of functional and production units;

• protect the property interests of the enterprise in court, arbitration, public authorities and management;

The chief accountant controls the financial and economic activities of the enterprise [47].

The following functions are assigned to the directors of the enterprise:

• ensures rational organization of accounting and reporting at the enterprise and in its divisions on the basis of maximum centralization and mechanization of accounting and computational works, progressive forms and methods of accounting control;

• organizes accounting of incoming funds, timely recording on accounts of transactions related to their movement, accounting of production and circulation costs, execution of cost estimates, sales of products, performance of works (services), results of economic and financial activities of the enterprise, as well as financial, settlement and credit operations;

• participates in the work on improvement and expansion of the scope of internal settlement, in the development of rational planning and accounting documentation;

• control over the legality, timeliness and correctness of their registration, preparation of economically reasonable reported cost estimates of products, works (services), payroll calculations with employees of the enterprise;

• Correct assessment and transfer of payments to the state budget, contributions to state social insurance, funds to finance capital investments, repayment of debt to banks on loans within the established time frame, deduction of funds to economic stimulus funds and other funds and reserves;

• Monitors compliance with the procedure for issuing primary and accounting documents, settlements and payment obligations, spending of the payroll fund, setting of official salaries, conducting inventory of funds, inventory and fixed assets, checks of the organization of accounting and reporting, as well as documentary audits in the enterprise divisions;

• participates in the economic analysis of economic and financial activities based on accounting and reporting data in order to identify domestic reserves, eliminate losses and unproductive costs;

• works to ensure strict observance of staff, financial and cash discipline, estimates of administrative and economic and other expenses, legality of write-off of deficiencies, receivables and other losses from the balance sheets, preservation of accounting documents, their execution and submission to the archive in accordance with the established procedure;

• ensures timely preparation of accounting reports based on the data of primary documents and accounting records, its submission in the established order to the relevant authorities;

• provides methodological assistance to employees of the enterprise's divisions on accounting, control, reporting and economic analysis;

The administrator belongs to the category of managers, conducts business on behalf of the founder (owner) [47].

A person with a higher professional education is appointed to the post of administrator of the sports hall.

Appointment to the post of administrator of the gym and release from it is carried out by order of the head.

Duties of the gym administrator:

• Organization of sports hall management;

• Organize the work of the gym;

• Organize pay and incentives;

• Labor and labor protection legislation of the Russian Federation;

• Internal labor regulations.

• Rules and norms of labor protection, safety measures, fire protection, production sanitation and personal hygiene.

The administrator of the sports hall in his activities is guided by the charter of the enterprise, this job description.

The administrator of the gym reports directly to the director.

Gym Administrator:

• Provides customers with the necessary and reliable information about the services provided;

• organizes, plans and coordinates the activities of the sports hall;

• represents the interests of the sports hall and acts on its behalf;

• organizes the recording of works and services performed, reporting on production activities, including to the restaurant owner;

• Establishes official duties for employees subordinate to him and takes measures to ensure their fulfillment;

• monitors compliance of employees with the rules and standards of labor safety and safety, sanitary requirements and rules of personal hygiene, industrial and labor discipline, internal labor regulations;

• performs related duties;

• manages the restaurant's employees;

5.4 Project Risks

In a modern market economy, it is important not only to be able to profit from activities, but also to prevent and minimize risks [48].

In practice, risk refers to the possibility of the occurrence of conditions that will have negative consequences for all or individual participants in the project.

The overall economic equilibrium of a large system depends on three classes of risk - economic, socio-political, fiscal and monetary, which interact simultaneously at all levels of the economy with different degrees and dependencies.

Fiscal and monetary risk is a set of uncertainties that arise in solving the tasks of ensuring economic growth and stability of large, complex systems through state financial and budgetary policies, through price stabilization mechanisms and optimal tax norms.

Economic risk refers to a set of uncertainties that arise in the development of a large system as a whole and its components.

Socio-political risk refers to a set of uncertainties that arise in the development of a large system as a whole, including when the state intervenes in pricing policies, as well as in solving the tasks of mobilizing and concentrating sources of accumulation of property and intellectual values ​ ​ for:

• Ensuring social protection of all population groups against life risks of a general nature;

• equitable distribution of income;

• reduction of unemployment;

• regulation of supply and demand through price, etc.

All risk classes can be traced to macro, meso- and micro-levels. We will consider the risks at the micro level.

Economic risk at the micro level is investment.

The investment risk of the project is divided into types of risks depending on the financing methods, the company's competitive strategy in the industry, etc.

During construction and operation, various factors of a technical, commercial, economic nature can influence the project.

The risks associated with financing the project over time can be conditionally divided into three stages:

• construction of the facility;

• commissioning;

• operation of the project (operation phase).

Investment risk is divided into the following types:

1. Construction in progress;

2. risk of exceeding costs;

3. production risk;

4. market-related risks;

5. financial risks;

6. project conservation risk.

Calculate the degree of risk of the project implementation - reconstruction of the gym located on 4 Komarova St. Risk calculation by project phase is given in Table 5.1.

Risk Calculation by Project Phase

The generalized risk assessment is based on the formula:

After a generalized risk assessment of the project implementation, it can be concluded that the risk is in the zone of minimum.

5.5 Quality of project implementation

Certification of quality systems and certification of production in construction is carried out in accordance with the general goals and objectives of certification to create confidence among investors, customers, general contractors and general designers, organizers of trades

contracting, buyers of materials, products and structures for construction and users of construction facilities, as well as supervisory bodies, product certification bodies and other interested parties in the ability of implementing organizations to consistently ensure compliance of their products and services with the established requirements [49].

Certification of quality systems and certification of production in construction is an integral part of the GOST R Certification System and is carried out within the framework of the Quality Systems Register in accordance with its fundamental documents GOST R 40.001, GOST R 40.005 and this document in construction.

The organizational structure of certification services of quality systems and certification of production in the construction of the GOST R Certification System is formed by:

State Committee of the Russian Federation for Standardization and Metrology (Gosstandart of Russia);

State Committee of the Russian Federation on Construction, Architectural and Housing Policy (Gosstroy of Russia);

The Department of Standardization, Technical Standardization and Certification of the State Construction of Russia - the Central Authority for Certification in the Field of Construction;

Federal Scientific and Technical Certification Center for the Construction of the Gosstroy of Russia (FTS Gosstroy of Russia).

In the future, as necessary and lessons learned, the organizational structure is expanded by accreditation in accordance with the established procedure of bodies for certification of quality systems and certification of production in construction and training units that train experts in this field.

Gosstandart of Russia, as a national certification body in the Russian Federation, provides general methodological guidance on the certification of quality systems and certification of production, including in the field of construction.

Gosstroy of Russia, as the body of federal executive power of the Russian Federation implementing technical policy in construction and regulatory regulation in this area:

carries out general management of work on certification of quality systems and certification of production in construction and, in agreement with the State Standard of Russia, makes fundamental decisions on the directions of its development;

Adopts, in agreement with the State Standard of Russia, regulatory and guidance documents on certification of quality systems and certification of production in construction;

accredit, together with the State Standard of Russia, bodies for certification of quality systems and certification of production in construction and training units for the training of experts, as well as certify experts for certification of quality systems and certification of production in construction;

Manages the Certification Board, the Appeals Commission and makes final decisions on appeals of participants in certification works.

The Department of Standardization, Technical Standardization and Certification of the State Construction of Russia, as a structural unit of the Committee responsible for organizing certification in construction, and the Central Authority for Certification in Construction (COC):

conducts direct work on the management of certification of quality systems and certification of production in construction, interacts with the State Standard of Russia and other executive authorities;

organize the development, review and submit for approval to the management of the State Construction of Russia regulatory and guiding documents on certification of quality systems and certification of production in construction after their approval with the State Standard of Russia;

approves standard programs and methods for certification of quality systems and certification of various types of production in construction;

makes decisions on recognition in the GOST R Certification System in the field of construction of certificates of conformity of quality systems and certification of production issued in other certification systems, including foreign ones, in agreement with the State Standard of Russia;

Consider appeals of applicants on issues of certification of quality systems and certification of production in construction, prepare decisions on them and submit them to the appeals commission;

establishes, together with the State Standard of Russia, rules for interaction, involvement of experts, exchange of information of bodies for certification of quality systems and certification of enterprises of the State Building of Russia and bodies for certification of quality systems and certification of enterprises of the State Standard of Russia accredited in accordance with paragraph 4.4. of this Procedure in the GOST R Certification System for the right to certify quality systems and certification of production in construction;

organizes international cooperation on certification in accordance with the established procedure.

Federal Scientific and Technical Certification Center in the construction of the State Construction of Russia as a center that carries out organizational and scientific and methodological support for certification of quality systems and certification of production in construction and as a training unit for training experts:

develops standard programs and methods for certification of quality systems and certification of various types of production in construction;

receives from the Technical Center of the Register of Quality Systems of the Gosstandart of Russia (Technical Center of the Register) and issues the forms of certificates and other documents on certification of quality systems and certification of production systems accredited in accordance with the established procedure;

keeps records of certified quality systems and certified production in construction, forms and maintains relevant archival files;

submit to the Technical Center of the Register, in accordance with the established procedure, the necessary information and reporting data on the work on certification of quality systems and certification of production;

Receives in accordance with the established procedure in the Certification Department of the Gosstandart of Russia the forms of accreditation certificates of certification bodies, organizes and carries out on behalf of the COC inspection control over the work of accredited bodies for certification of quality systems and certification of production systems, for the work of certification experts;

collects and analyses, publishes information on certification of quality systems and certification of production in construction, summarizes experience in certification:

interact with the State Standard of Russia, the Technical Center of the Register, foreign and international certification bodies;

as a certification body, upon applications of applicants, certification of quality systems and certification of production in construction, carries out inspection control over certified quality systems and certified production.

Certification of quality systems and certification of production in construction is carried out for their compliance with the requirements of GOST R ISO 9001, GOST R ISO 9002 and GOST R ISO 9003 and the provisions of regulatory documents for design and construction aimed at ensuring the quality of design and construction products and services (SNiP 3.01.01, SNiP 1101, SNiP 1102 and SNiP 1.06.05). Must be taken into account

also the provisions of the Codes of Design and Construction Regulations developed to follow the requirements of ISO 9000 series standards, as well as the mandatory requirements of construction codes and regulations, on quality, in accordance with SNiP 1001.

The quality system should be implemented to achieve the prospective goals associated with its potential, and not to generate a one-time profit for the construction organization when fulfilling a specific order (scheme 5.6).

Diagram 5.6 Key Stages of Development, Implementation and Certification

quality systems in the construction organization

Regardless of whether the quality system is being implemented at the request of customers or for any other reason, the management of the construction organization should be clear that the implementation of the quality system is only the first step in the direction of using the system where it will be profitable. The profit from the implementation of the quality system will be manifested by ensuring:

• visibility (manageability) of administrative and technological processes in the construction organization;

• Rationalization of the organizational management structure;

• provision and improvement of reproducible quality of products and services of the construction organization;

• elimination of "idle" works;

• To bring more value to customers, to achieve their satisfaction;

• prevention of claims related to liability for the products of the construction organization;

• Ability to adapt quickly to changes in customer requirements and expectations

• decentralization (not withdrawal, but clear definition) of responsibility for quality (involvement of all employees of the construction organization);

Section Output

In this section, the organizational and legal mechanism of the project management was developed, the main participants of the project are the customer, the design and survey organization, the general contractor, and the suppliers of materials. In order to be effective at the design stage, a project schedule has been developed in which

All stages of the project, which take 1.5 years, are reflected. At the stage of implementation of the Sports Hall project, we developed the standard support necessary for better management of the facility, analyzed and calculated the possible risks, which amounted to 1,955, are located in the minimum zone.