Reconstruction of the sanatorium - drawings

Contents

Introduction

1 Technical part

1.1 Architecture

1.1.1 Location Analysis

1.1.2 Short climatic and engineering-geological

site characteristics

1.1.3 Urban planning situation

1.1.4 Functional zoning of the territory

1.1.5 Architectural and Planning Solutions

1.1.5.1 External finishing

1.1.5.2 Interior Finishes

1.1.6 Process Solutions

1.1.7 Cultural and mass premises

1.1.8 Complex capacity

1.1.9 Security Service

1.2 Technology and organization of construction production

1.2.1 General Design Provisions

1.2.2 Determination of standard duration

constructions

1.2.3 Determination of construction nomenclature and volumes

1.2.5 Construction and calculation of the network

1.2.6 Assessment of labour intensity of works and technical requirements

means

1.2.6 Brief description of work methods

1.2.6.1 Earthworks

1.2.6.2 Laying of pressure pipelines

(water supply)

1.2.6.3 Laying of pressure-free pipelines

(sewers)

1.2.7 Piping tests

1.2.7.1 Pressure pipelines

1.2.7.2 Pressure-free pipelines

1.2.8 Determination of estimated number of working personnel

1.2.9 Identification of construction resources required in local

and imported building materials

1.2.10 Development of Job Instruction for the Device

prefabricated railway wells

1.2.10.1 Scope of application

1.2.10.2 Sequence of works execution

1.2.10.2.1 Earthworks

1.2.10.2.2 Installation works

1.2.10.2.3 Quality control

1.2.11 Construction Plot Plan Design

1.2.11.1 Calculation of requirements for temporary buildings and

constructions

1.2.11.2 Calculation of areas of inventory warehouses and

production premises

1.2.11.3 Calculation of Construction Water Demand

1.2.11.4 Power supply for construction

1.2.11.5 Technical and economic indicators

2 Legal expertise

2.1 From the history of the sanatorium "Black Sea"

2.2 Basic Provisions on Joint Stock Company

2.3 Land Plot Examination

2.4 Basic provisions for reconstruction

2.5 Taxation

3 Economic expertise

3.1 Justification of investments in reconstruction

sanatorium "Black Sea"

3.2 Competitive Analysis

3.3 Evaluation of the investment reconstruction project

sanatorium "Black Sea"

3.4 Calculation of the payback period of the sleeping case

sanatorium "Black Sea"

4 Property management

4.1 Real Estate Management Objectives

4.2 Advertising Organization and Planning

sanatorium "Black Sea" (for 2001)

4.2.1 Advertising Campaign Planning

4.2.2 Time horizons

4.2.3 Basic Approach to Advertising Organization

activities of the sanatorium "Black Sea"

4.2.4 Potential consumers of sanatorium advertising

"Black Sea"

4.2.5 Advertising support of the sanatorium

4.2.6 Brief description of advertisers,

which can be used in advertising the sanatorium

"Black Sea"

4.2.7 Calculation of Advertising Campaign Efficiency

4.3 Technical management of the sanatorium "Black Sea"

4.3.1 Definition of physical wear and tear of the sanatorium

"Black Sea" for 2007

4.3.1.1 Definition of physical wear and tear

normative method

4.3.1.2 Definition of physical wear and tear

term method of years

4.3.1.3 Determination of the total value of wear and tear

4.3.1.4 Scope of work on elimination of physical wear and tear

4.4 Maintenance, operation and repair

sleeping building of the sanatorium "Black Sea"

4.4.1 Features of seasonal operation of the building

4.4.2 System of scheduled preventive repairs and

building maintenance

4.5 Energy passport of the sanatorium sleeping building

"Black Sea"

4.5.1 Calculation of the heat-humidity mode of the fence

4.5.2 Building Energy Data Sheet

4.6 Real Estate Management Performance Analysis

4.6.1 Estimate of the cost of the sanatorium sleeping building

"Black Sea" for 2001

4.6.2 Estimate of the cost of the sanatorium sleeping building

"Black Sea" for 2007

5 Environmental expertise and safety of life

5.1 Environmental Expertise

5.1.1 Site Review

5.1.2 Examination of geo-base

5.1.3 Measures to prevent soil pollution

in the process of reconstruction and reclamation of the disturbed

land plot

5.1.4 Examination of the impact of the object on the surrounding area

5.2 Life Safety Organization

5.2.1 Organization of the construction site, sections

of works and workplaces

5.2.2 Operation of construction machines

5.2.3 Operation of process tooling and tools

5.2.4 Transport works

5.2.5 Electric welding and gas-flame works

5.2.6 Loading and unloading operations

5.2.7 Insulation works

5.2.8 Earthworks

5.2.9 Installation works

Conclusion

Application

Application

Application

Bibliographic list

Introduction

This diploma project was developed on the topic "Implementation of an investment project for the reconstruction of the Chernomorye sanatorium with 120 seats in the Central District of Sochi."

The object of the study of this diploma project is the reconstructed sanatorium "Black Sea" and processes related to this reconstruction and further use of the facility.

The purpose of the diploma project is to develop and substantiate management decisions that contribute to the development of the sanatorium.

Within the framework of the diploma project, the following management decisions are made:

reconstruction of real estate;

lower budget expenditures;

increase of budget profitability;

maintaining the sanatorium in good technical condition after commissioning;

improving the reputation of the sanatorium, increasing occupancy.

The structure of the diploma project consists of six sections:

1) in the legal section, issues related to the organizational and legal form of the owner of the Chernomorye sanatorium, legal relations related to issues of the right to use the land, the process of reconstruction and commissioning of the facility, as well as issues on accounting for fixed assets in the accounting department of the enterprise are considered.

2) in the technical section are presented: analysis of natural and climatic conditions of the area, location analysis, main architectural and planning and structural solutions.

3) in the section of technology and organization of work, a schedule is drawn up, as well as a construction master plan.

4) in the economic section, the efficiency of the reconstruction of the sanatorium complex is substantiated, and the profitability and payback of the project are calculated. In the same section, the competition of the sanatorium in the field of providing tourist services was analyzed.

5) the management section presents measures to increase the efficiency of the sanatorium - an advertising campaign has been developed aimed at informing potential consumers of the tourist product about this sanatorium and increasing the average annual occupancy rate. Also, measures to maintain the sanatorium in good technical condition are described. In the final part of the management section, the efficiency of managing the sanatorium was evaluated.

6) in the ecological section, the location of the sanatorium and its impact on its environment are evaluated. The main requirements for the safety of workers at the stage of reconstruction of the facility are also taken into account.

The Conclusion gives brief conclusions on each of the sections.

The bibliographic list includes the main literature used in the implementation of this diploma project.

Technical part

1.1.2 Short climatic and engineering-geological characteristics of the site

In accordance with the scheme of climatic zoning of the territory of the USSR (SNiP 2.01.0182 [1]), Sochi is located in the IVB zone and is allocated to the southern region of the Black Sea province with a mild marine climate according to climatic features.

The climate of this area of ​ ​ the coast is humid, subtropical, formed under the influence of two main physical and geographical factors: the thermal effect of the Black Sea and the protective effect of the Main Caucasian Range, fencing off the coast from the cold impact of the continental southeast of the country.

It is these factors that explain warm, mild winters, protracted cold spring, relatively hot summers and warm long autumn.

In the area of ​ ​ the resort city of Sochi, 1551 mm of precipitation falls per year, moreover, the bulk of precipitation falls on the winter-spring period (February-March months).

The daily maximum precipitation reaches 177 mm. The average annual temperature is + 14 °. Average relative air humidity in 13 hours - 68-70% (SNiP 2.01.0182, attachment 3).

In some years, heavy rains were observed from 3 to 7 days, as a result of which in some points the amount of precipitation was 350,450 mm per month.

In the period September-April, the greatest activation of landslide phenomena occurs, plane flush is activated, bottom and side erosion of temporary and permanent watercourses is activated.

The number of days with snow cover with a height of above sea level increases from 8-9 to 277 days on the Main Caucasian Range.

The investigated site is located on the street. Ordzhonikidze in the Central District of the resort city of Sochi between the Winter Theater and the Medical School.

Geomorphologically, the site is confined to the lower part of the coastal slope with surface slopes of 23 °, within a fragment of the karangat terrace covered by a clay deluvial plume. The absolute elevations of the site are 2933 m. Southwest (in 2030 m) is the brow of the head ledge of the abrasion-belt circus with surface slopes up to 2530 °, within which landslides of various genesis are developed. Most of them are in stabilization stages, however, some of them tend to increase and develop towards the sanatorium and Theater Square.

The geological and lithological structure of the studied territory is characterized by the spread of 5 main lithologetic layers corresponding to individual engineering and geological elements: layer 1 - bulk (0.3-2.5 m in capacity), layer 2 - clay (4-7 m in capacity), layer 3 - sand (1-3 m in capacity), layer 4 - pebbles 9 with capacity 4-6 m), layer 5 - argillites of Sochi svits.

Hydrogeological conditions are characterized by the spread of seasonal headwaters, developed almost everywhere at depths of up to 2.0-2.5 m, groundwater of Karangat sand-pebble deposits and the closely connected groundwater of the fractured zone of the weathering crust. The groundwater of the Ancient Sea karangat terrace is developed in its bottoms, the flow capacity does not exceed 1.0 m. All the groundwater of the site is non-aggressive to concrete on all types of cement.

Of the negative physical and geological processes on the territory of the Chernomorye sanatorium, swelling and shrinkage processes of covering deluvial clays are developed, the swelling pressure of which is up to 3-5 kg/cm2. Landslide processes with a predominance of block-layer landslides are widely developed on the coastal slope adjacent to the territory of the sanatorium from the southwest .

The survey site is located outside the seismic microzoning map. According to the Decree of the Ministry of Construction of Russia of July 26, 1996 No. 1876 from January 1, 1996, the initial (background) seismicity of Sochi was adopted 92 points (see changes No. 3 to SNI781 [2])

However, by Decree of the Gosstroy of Russia No. SP2925/1 of 03.04.98 and confirmed by the Ministry of Construction of Russia No. BE584 of 25.12.98 background seismicity in Sochi (with the exception of the village of Krasnaya Polyana) 82 points. The number 2 at the index of balliness characterizes the period of recurrence of earthquakes of this intensity. The category of soils by seismic properties is II (second) according to Table 1 of SNiP II781. Consequently, the estimated seismicity of the Chernomorye reconstruction site remains at the background level - 82 points .

1.1.3 Urban planning situation

The unique natural and climatic conditions and the development of the infrastructure of the Sochi resort predetermine the formation of full-fledged recreational facilities of international class.

In the new urban economic conditions and in the near future, the main prerequisites for the profitability of the construction of recreational facilities are the following factors:

favorable environmental and landscape characteristics of the accommodation area,

high level of engineering equipment using non-traditional energy sources,

high level of comfort due to optimisation of capacity and developed sphere of services of the complex as a whole,

providing visual communication with the sea and natural complexes,

approaching the territory to communication, cultural and everyday centers, including the administrative and business center of the resort city.

According to the General Plan of the resort city of Sochi, the projected territory is located in the sanatorium zone. In terms of natural and urban planning factors, it meets all the requirements for the formation of an international-class facility.

The change in economic conditions and the experience of operating health resorts made adjustments to the urban planning policy of implementing the general plan due to recreational facilities with high efficiency and small capacity.

The territory of the designed complex for 120 places is located in the resort area within pedestrian accessibility to the city center and the beach.

Natural environmental conditions (adjacent beach area, park, sea view) with moderate urbanization of the built-up area provide a high level of comfort of recreational resources of the designed facilities for medical and recreational purposes.

According to the client's program assignment, the sanatorium is designed for 120 places. Therefore, there are 156m2 territories per vacationer (not counting the territory without the right to build), which meets the requirements of SNiP 2.07.0189 *. [3]

The section is rectangular in shape with a calm relief, with a general slope towards the sea, the difference in absolute elevations diagonally of the section is about 4 m. from + 29 to 33 m above sea level.

1.1.4 Functional zoning of the territory

The entire designed territory of the sanatorium can be conditionally divided into eight functional zones:

main entrance area;

entrance area from Primorsky Park;

memorial zone;

sports area;

recreational area at the therapeutic body;

children's play area;

economic zone.

The main entrance area includes a circular passage in front of the entrance to the sanatorium, parking places for cars. Before the main move, a flower bed with a cascade of decorative pools was designed. Entry to the complex is carried out from ul. Ordzhonikidze and Theater Square.

Going down the passage leading past the main entrance, we get into the economic zone, which is located between the restaurant and the administrative block.

There are two entrances from the Primorsky Park: one is close to Theater Square, the other to the Primorskaya Hotel. The entrance to the complex on the side of Theater Square is decorated with a colonnade. After passing through it, we get to the main alley, which is the main element of the park zone, which unites all the zones of the complex. After passing through the other entrance, we get to the foot of the restaurant.

The entrance to the territory near the restaurant and conference hall is arranged for visitors from the city, since these establishments can work autonomously. At the entrance to the restaurant there is a platform with a decorative fountain and a flower garden .

The adjacent area around the entrance to the medical complex is a memorial zone and is dedicated to the history of the sanatorium. The entrance is decorated with a portico, which is a copy of the existing dining room on the building.

The sports area is located between the medical building and the swimming pool on the side of Teatralnaya Street, includes an outdoor tennis court and a volleyball court. The tennis court has a mesh fence and is buried at 12 m.

The children's play area is located between the swimming pool and the main alley of the park. On the site with a special grass cover, various gaming devices and a splash pool are provided.

The designed pedestrian paths ensure the optimal connection of all functional zones, both among themselves and with the buildings of the sanatorium complex.

Economic passes are designed in the shortest directions and, practically, do not cross the territory of the sanatorium and pedestrian paths.

Travel to the economic zone is decided outside the territory of the movement of vacationers, and the transport arriving in it does not interfere with cars bringing vacationers to the sanatorium. The passage to the treatment complex is small in length and does not interfere with the functioning of the sports zone.

1.1.5 Architectural and Planning Solutions

The sanatorium complex has been solved in harmony with the landscape in conjunction with the existing and promising development of the area.

The complex consists of the following main parts:

120-seat sleeping case;

restaurant complex with 120 seats;

working canteen;

cinema hall (nightclub with 120 seats);

a lobby group with a register (reception) and a bar for 30 seats and a porter service;

Administrative corps;

a health-improving building with a group of treatment rooms, a complex of baths, an indoor swimming pool, a universal gym and a kegelban.

The main entrance to the complex is located on the main composite axis in the area of ​ ​ the main entrance, the entrance is carried out under a glazed canopy, providing comfortable access from the car to the entrance doors in any weather.

Entrance to the housing is through glass automatically opening sliding doors, which are duplicated by two more doors of normal opening and are mainly used for transportation of carts with luggage of guests.

The lobby is solved with a two-light volume, in which the necessary services for reception and service of guests are located, and a cozy bar on the ground floor organically passes into a recreation area with a winter garden and a fountain. The transition between floor levels in addition to stairs is also carried out along gentle ramps for wheelchair users. To the left of the axis of the main entrance is a reception (registry), where guests arrive and a porter service is located. On the right is the entrance to the administrative building and the passage to the front hall of the restaurant and conference hall.

Opposite the reception in the lobby at the level of the 1st floor there is an elevator hall for guests with two elevators with a carrying capacity of 1000 kg each, equipped with wide cabins and wide sliding doors for convenient entry and exit from the cab. These elevators connect all the underground floors. On the other side of the lobby there are service rooms with an elevator hall and a freight and passenger elevator for personnel, with a carrying capacity of 1000 kg, having an elongated cabin, convenient for transporting furniture, trolleys, as well as suitable for transporting lying patients on a wheelchair. Residential floors of the sleeping building (hotel) begin with the 3rd above-ground floor with elev. 7.20

The space-planning decisions of the complex are made taking into account the provision of free movement of persons with limited mobility (persons with disabilities):

floor level differences connect convenient ramps;

elevator doors and widened cab;

doors to all rooms are accepted taking into account the width of the strollers;

entrance doors are automatically opened from infrared sensors;

c/nodes (in some rooms) are equipped with additional appliances.

On the mezzanine floor of the lobby there is a post office, a bank office with a currency exchange point, a small shopping center, a library and a music salon with access to the operated roof with landscaping and landscaping elements.

On the two upper floors there is a special room for especially important persons (VIP), which also includes a complex of saunas with a small pool on the operated roof and a billiard room with access to an open terrace with a pergola and landscaping elements.

On the first level of this room, opposite the entrance to it, there is a small meeting room with a utility room, which can be used as a banquet hall or a meeting room. On the same floor, both the personal security service and accompanying persons can be located, if necessary.

One of the elevators in "VIP" mode will be used only for the upper two floors, and access of unauthorized persons to these floors will be limited.

All living rooms are oriented towards the sea and face south, that with horizontal sunscreen in the summer with high sun significantly reduces excessive insolation, and in the winter and autumn-spring of the year provides the necessary insolation in the low sun.

From the western sun, the separation screens of loggia serve as sunscreens. This orientation of the building also allows you to view the beautiful panorama of nearby mountains, the coast and the Winter Theater complex from each loggia.

Service, auxiliary and storage rooms are located mainly at the basement level.

From the side of the economic zone there are service entrances for personnel, a ramp for loading products, inventory, consumables and furniture and a separate ramp for loading garbage containers on special vehicles. In the level of the basement, there is a technological passage to the medical building, which is separated by fire doors.

The facades of the complex are solved functionally taking into account the orientation to the surrounding supporting building.

The facade facing the street. Ordzhonikidze, solved in the form of a powerful portal framing and combining elements of the main entrance. From the flanks adjoin it: on the left - an extended two-story building of a medical and recreational building, the facade of which is solved in the form of a modular glass surface, against the background of which, slightly extended, there is a classic portico of the entrance with two colonnades on the edges. The reflection of the portico with colonnades, as well as the part of the park in front of the hull in the mirror plane of the facade, creates the effect of allusionism and, as it were, dissolves the volume of the medical hull in the park space, highlighting only the light portico and the colonnades flanking it.

On the right is a small administrative two-story building, on the front plane of the facade of which it is planned to place the name of the sanatorium complex. This plane is rotated at an angle of 45 degrees to the main axis and directs movement to the main entrance and simultaneously closes the economic zone.

The facade facing the park area of ​ ​ the complex is solved differently. At the level of the 1st floor, almost along the entire facade, at a distance from it, a pergola system is provided, which will be a transitional element from the open park space to the closed volume of the buildings of the complex.

The tectonics of the facade of the nine-story sleeping case is solved asymmetrically due to the use of horizontal, smoothly bending sunscreen elements and loggia screens on the right side and prevailing vertical elements on the left side.

In the central part, it is emphasized that a cylindrical volume is highlighted, crowned with a cornice solved in the form of a pergola. To the left and to the right of the cylindrical part, emphasizing its significance for the general composition, a light pergola for curly greens is provided .

Entrances, porches, colonnades and pergolas are solved as elements of park architecture that create cozy corners for relaxation at any time of the year .

1.1.5.1 External finishing

Modern high-tech materials and technologies are used for outdoor decoration:

"ventilated facade" of natural stone and large-sized ceramic tiles;

lightweight elements of enclosures and sunscreens made of "alumobond";

"structural" and "semi-structural facade" when glazing facades with azure mirror glass in the framing of anodized aluminum profile of the color of old bronze;

decorative coatings of stone plaster;

tiling from special. ceramic tiles.

1.1.5.2 Interior Finishes

Interior decoration and decorative decoration are made of durable high-quality materials with high aesthetic and sanitary-hygienic characteristics in accordance with the significance, technological requirements and purpose of the premises of the complex.

1.1.6 Process Solutions

The sanatorium complex is designed to create maximum amenities for guests. A conveniently located reception is located directly at the main entrance and entrance, there is also a porter service and porters. The floor of the lobby and the platforms in front of the entrance are in two levels, but ramps are provided on both sides of the front staircase, which allows you to conveniently move disabled people and transport luggage on trolleys.

Automatic opening doors running on infrared sensors further facilitate entry and exit from the hotel.

The porter service provides the entire range of basic and additional services for guests:

residence registration and payment for services;

issuance and manufacture of new magnetic keys;

ordering and monitoring of all types of services;

guest service (telephones, telegrams and other messages, reminders and information services).

Each room is equipped with a minibar, in which the necessary products and drinks are constantly available. Mini-bars are replenished twice a day regularly or additionally at the request of guests.

Cleaning and changing of linen is carried out daily or additionally at the request of guests. Cleaning is carried out in the absence of guests in the room with special carts equipped with the necessary equipment and having special containers for collecting consumables and garbage. Dust removal with self-contained vacuum cleaners adapted for wet cleaning.

The administration of the sanatorium complex consists of the following departments:

Secretary Director;

marketing service;

operation service;

Accounting.

All services are equipped with a network computer system and local operational communication.

1.1.7 Cultural and mass premises

The sanatorium complex includes the following cultural and mass service rooms: a library, a music salon, a slot machine hall, as well as a post office, a bank branch with currency exchange, a minimarket, kiosks, utility rooms.

A reading room library with a book depository is designed at the end of the building wing. The reading room library is located in one room combining the reading room, the book depository and the issuance of books - a subscription.

The reading room is equipped with newspaper racks, coffee tables and soft furniture.

The reading room is separated from the book depository by a partition rack and shelves for newspapers and a department for issuing books.

The book depository is equipped with two-way shelves for books.

The music salon is designed for concerts and lectures. It is equipped with soft furniture. For the music salon, the office of the club manager and the storage room of the equipment are designed.

The bank branch with currency exchange consists of an operating room and storerooms for storing sums of money and contingent values.

The operating room is separated by a barrier from the waiting room for customers.

Each workstation of the operating room is equipped with personal computers and a machine for recalculating money.

Storage rooms of sums of money and conditional valuables are equipped with safes and a file cabinet.

The post room is divided by cabinets into 2 zones: an operating room with the sale of envelopes, stamps, reception of letters and telegrams and a mail sorting and delivery department.

The following mail equipment is provided: a desk with a cash register, a display cabinet, a postman's desk, cabinets for sorting letters and printing, a safe.

Kiosks are designed for the sale of periodicals, pharmacy goods, souvenirs and beach goods. Kiosks are equipped with a set of necessary equipment.

The mini-market sells drinks and packaged products, as well as factory-made ice cream. In the hall, cooled shelves are installed, slides are wall for laying out and selling products.

Visitors are served through the counter.

The delivery of goods to the minimarket is carried out as soon as sold.

The state of the minimarket is 3 people.

The staff of kiosk workers is 3 people .

1.1.8 Security Service

The complex is protected in two ways:

by installing technical means for monitoring and visual observation from the control room;

by patrolling the site and the surrounding area 24 hours a day.

There is an operational radio communication between the control room and the patrol.

1.2 Technology and organization of construction production

1.2.1 General Design Provisions

The Construction Organization Project (PIC) is a set of design documents that determine the procedure for erecting construction complex objects, the methods of erecting buildings and structures, the rational distribution of capital investments, construction and installation works according to the executors, periods and space of construction, as well as the need for basic materials, labor and technical resources for construction in general, individual buildings and structures of the complex and the calendar period of construction . [4]

The PIC is developed by the project organization as part of the design estimates, agreed and approved in the established manner. PIC is a mandatory document for the customer.

The anti-icing system consists of:

construction schedule with distribution of capital investments and volumes of construction and installation works for buildings and structures, as well as construction periods;

construction master plans for the preparatory and main construction periods;

organizational and technological diagrams, volumes of the main construction, installation and special construction works with allocation of works on the main buildings and structures, start-up and urban planning complexes, construction periods;

list and demand for construction structures, products, materials and equipment with distribution by calendar periods, drawn up for the construction site as a whole and for the main buildings and structures;

Schedule of requirements for basic construction machinery and vehicles for construction in general;

schedule of construction personnel requirements;

explanatory note containing the characteristics of the construction area, substantiation of methods of work execution, calculations of the need for labor and material resources, main construction machines, mechanisms and vehicles, electric energy, water, steam, oxygen, compressed air, temporary buildings and structures, justification of the accepted duration of construction of objects.

In the final part of the PIC, the following are given: the total duration of construction, including the preparatory period and the installation of equipment, the maximum number of employees, the cost of construction and installation work.

According to the requirements of SNiP 12.01.2004 Construction Organization [5], the main work on the construction of the facility is allowed to begin only after the completion of preparatory work.

On-site preparatory works include:

handover - acceptance of geodetic breakdown basis

Site Site Planning

works on drainage

arrangement of permanent and temporary roads

laying of utility networks

installation of temporary building site enclosures

arrangement of storage areas

communication organization

provision of fire-fighting water supply and equipment, lighting and alarm equipment to the site

Preparatory works are technologically linked to the general flow of main construction and installation works.

Basic principles of scheduling preparation:

work of the main period begins only after the completion of preparatory work

construction begins with laying permanent access roads to the construction site - we enter the construction site from the designed road, which is performed as a temporary

with further re-arrangement as permanent, providing access to the designed buildings

erection of above-ground structures of the building begins only after installation of underground structures and backfilling of pits

the duration of construction of the building or structures shall not exceed the normative period defined in accordance with SNiP 12.04.2004 "Construction Organization."

1.2.2 Definition of standard construction duration

One of the main issues in drawing up a schedule is the determination of the total duration of construction, which largely determines the main indicators of the schedule.

When developing the project, we use the construction duration guidelines presented in the SNiP 12.04.2004 "Construction Organization."

According to the construction organization project, we accept the duration of construction of on-site networks for 3 months..

1.2.6 Brief description of work methods

1.2.6.1 Earthworks

Digging of trenches is started after carrying out preparatory works (leveling, breakdown work, preparation of construction machines) on the constructed section of the pipeline, delivery and laying of pipes. For earthworks, the necessary measures are taken to protect the trenches from erosion and the entry of surface water into them.

The development of trenches and pits is carried out from reduced sections of the track.

Pipelines are laid on undisturbed soil. To ensure this requirement, soil development during trenches digging is carried out with a drawback to the design mark. Final cleaning of the bottom, as well as digging of pits for butt joints of pipes is carried out immediately before laying of pipelines.

Immediately after laying and connecting the pipes before filling the pipelines, filling and carefully picking the sinuses on both sides of the trench is carried out, as well as filling the pits under the joints with excavated soil or sand.

Filling of laid pipelines is performed in two stages:

partial backfilling (sections or braids of steel pipes, spans between wells of asbestos cement pipelines) with soft non-tracked ground without solid inclusions to a height of 0.20.25 m above the top of the pipe with careful compaction is carried out immediately after the work on laying of individual sections of pipelines and picking of sinuses. At the same time, the joints of the pipes are not filled to observe them during the test.

final backfilling with bulldozer. It is carried out after preliminary testing of pipelines with taking measures against damage and displacement of laid pipes.

When the collector passes under the paved road, backfilling is carried out with gravel or other incompressible material with layer-by-layer compaction to the entire depth.

At the intersection of the developed trenches with the existing underground communications within the depth of the trenches. If other devices are not provided for by the design, ensuring unchanged position and safety of communications for the period of work and operation. Backfilling of the trench is performed in the following order:

sprinkling on the active connections with sand soil along the entire cross section of the trench to a height of up to half the diameter of the pipeline or containment with layer-by-layer compaction of the soil.

along the trenches the size of the filling shall be 0.5 m more on each side of the pipeline (cable) or its containment. A slope of backfill slopes is not more than 1:1.

1.2.6.2 Laying of pressure pipelines (water supply)

Methods of lowering pipelines into trench are established depending on size and material of pipes, on their weight, as well as on design of trench attachment. In all cases, the links and plies of steel pipelines are laid with the help of truck cranes or pipe laying .

Pipes and shaped parts are carefully inspected and cleaned of dirt before they are laid in a trench.

When laying pipelines in a trench with separate pipes, each laid pipe is carefully centered.

Compliance with specified slopes of laid pipes and pipeline sections is checked by sights. Correct axis of pipe sections along the cord.

Pipes are laid from bottom to top starting from sections of route with lower elevations. Stops are installed at points of turns and at dead ends of network.

When laying steel pipelines, regardless of the type of welding, post-operation quality check of welded works is carried out during assembly. Gripping and stitching.

Transportation of steel pipes and pre-welded links can be carried out by both conventional and specialized machines, depending on the weight and length of the pipes. The delivered pipes are laid along the trench in a single thread in such a way as to ensure the convenience of subsequent welding and lowering into the trench.

Connection of weaves into continuous thread in trenches is performed by manual arc welding with non-rotating joints.

Installation of welded shaped parts on the pipeline is carried out before its test for tightness and strength.

1.2.6.3 Laying of pressure-free pipelines (sewers)

Asbestos cement-free pipes are connected using asbestos cement-free production couplings (supplied complete with pipes)

The joint is sealed by a resin strand at 0.5 depth of the coupling (symmetrically seated at the joint) with subsequent sealing with cement or asbestos cement mortar at a depth of not less than 40 mm on each side. When closing the end on one side, the other half of the coupling is centered with a wooden or metal template. Providing uniform annular slot.

To facilitate and accelerate installation, it is recommended to connect the coupling to the laid pipe on the edge of the trench with the subsequent connection of the pipes in the trenches according to the type of bell joint.

1.2.7 Piping tests

1.2.7.1 Pressure pipelines

Commissioning of pipelines is performed after its strength and tightness test (density of connections). Water pipes from steel pipes shall be checked with water or air.

The test pressure is equal to the working pressure with a coefficient of 1.25. Utility and potable water supply networks must be flushed and treated prior to commissioning.

Water leakage during hydraulic test of pressure pipelines shall not exceed at pipe diameter of 150 mm 0.42 l/min in the area not less than 1 km.

1.2.7.2 Pressure-free pipelines

Pressure-free pipelines shall be tested for tightness twice.

Preliminary before backfilling and acceptance (final) after backfilling by determination of water volume to be added to the pipeline.

The manifold leak test shall be performed between adjacent wells throughout the manifold.

Hydrostatic pressure in the pipeline during its testing shall be created by filling the upper well with water to the manhole base plate.

The preliminary leak test of the manifold shall be carried out with the pipeline sprinkled with ground for 30 minutes. The pipeline and the well shall be considered to have passed the test if there are no water leaks during their inspection and the pumped water flow rate does not exceed 0.35 l/min per 100 m of the pipeline. The acceptance leak test shall be started after the pipeline and pits have been filled for 24 hours.

Leak tightness during acceptance test of the filled pipeline is determined by the volume measured in the upper well, which is added to the water well during 30 minutes, at the same time a level drop in the well is not allowed more than 20 cm.

The pipeline is recognized as having passed the leak test if the volumes of added water determined during the test for 30 minutes are not more than 0.35 l/min per 100m of pipeline.

1.2.10 Development of Job Instruction for Installation of Prefabricated Wells

1.2.10.1 Scope of application

The process sheet was developed for the process of arrangement of round precast reinforced concrete wells.

The map is compiled for the construction of on-site water supply and sewerage networks during the construction of the Chernomorye sanatorium in the resort city of Sochi.

The range of works includes: earthworks, erection works, waterproofing devices.

Work on the construction of the facility is carried out on a flat relief.

The following preparatory processes must be carried out before commencing work:

construction site layout: a rough construction site layout is necessary in this case for the installation of sites for the stable and effective operation of construction mechanisms (excavator and crane). This work is carried out in two shifts by bulldozer DZ19 based on the T100 tractor;

temporary roads: along trenches;

Installation of inventory temporary enclosures.

1.2.10.2 Sequence of works execution

Work on the construction of the zero cycle of a terraced residential building is carried out in the following sequence:

Capture 1

Soil is torn by excavators into the dump, walls are fixed with boards to the entire height, the bottom of the pit is cleaned. Used mechanisms excavator EO2233.

Capture 2.

Bottom plate arrangement. Used mechanisms KS 2561, lifting capacity 6 t.

Capture 3.

Sealing of pipes, installation of prefabricated railway structures, waterproofing of walls and bottom is performed. Used mechanisms KS 2561, lifting capacity 6 t.

1.2.10.2.1 Earthworks

Excavation works include trenches by excavator, excavation of trenches by hand, backfilling of soil, compaction of soil.

The type of earth-moving machine chosen depends on the terrain, the type of soil, the volume and depth of earthworks, working conditions (dump, transport). Single-bucket excavators became most widespread in construction: this is due to the high productivity of these machines in the development of soils of various categories.

The project for the development of soil in the pit adopted a single bucket excavator E2233, equipped with a reverse shovel with a bucket capacity of 0.65 m3. He develops soil located below the parking level of the excavator with loading of soil into vehicles or dumps.

After excavation by excavator, at the first capture, soil is reworked manually, the bottom of the trenches for crushed stone preparation is cleaned.

1.2.10.2.2 Installation works

On the prepared crushed stone preparation we lay the national railway bottom plate. A concrete tray is arranged for sewage wells. Trays in the well are packed from M150 concrete. Trays are arranged after laying pipes and erecting the walls of wells to the silk of the pipe. Height of a tray is accepted equal to the largest diameter of the attached pipes. Tray shelves have slope of 0.02 from well walls .

Pipe ends are rigidly embedded in well walls. Flush with inner surface. Place of conjugation is filled with cement mortar.

With the help of a crane, we install prefabricated structures of the walls of the well and floor slabs with their connection with fasteners.

After that, install the hatch and running brackets.

We arrange waterproofing of external and internal walls and bottom. Waterproofing of the inner walls and the bottom - plaster asphalt from hot asphalt mortar 10 mm thick, by cutting with liquefied bitumen. External waterproofing is painted from hot bitumen, applied in 2 layers with a thickness of 5 mm by cutting from bitumen dissolved in gasoline .

1.2.10.2.3 Quality control

Quality control is performed at:

device for crushed stone preparation. Control the thickness of the layer and the design elevations of the surface. Control is carried out by the foreman after grinding the bottom and during the work;

installation of the prefabricated railway bottom slab, the design surface elevations are monitored during the work;

installation of prefabricated railway structures, check accuracy of position and vertical axis of the well;

pipe sealing - tightness of joints;

waterproofing of walls and bottom controls uniformity of coating.

Legal expertise

2.1 From the history of the sanatorium "Black Sea"

This diploma project considers the reconstruction of the Chernomorye sanatorium in the resort city of Sochi, along 27 Ordzhonikidze Street.

The sanatorium was organized on the basis of nationalized private property and from April 15, 1925 existed as a rest house of the OGPU transport department for 60150 places.

During the Great Patriotic War, a hospital was located in the sanatorium. In 1946, the hospital was disbanded, and the facility was transferred to the 3rd Main Directorate of the USSR Ministry of Health to organize specific medical assistance to employees of the Ministry of Secondary Engineering created at that time and was called the NKVD2 Sanatorium. In 1956 it was called "Black Sea" and became a general sanatorium. In 1983, the sanatorium was transferred, along with other health resorts of a similar profile, from the Ministry of Health to the Central Committee of the trade union of workers of the Ministry of Secondary Engineering and received patients only from this department, being a regime object. In 1993, the Chernomorye sanatorium became an open-type joint-stock company. According to the resolution of city administration of Sochi of July 4, 1997 No. 447/2 the part of the territory of sanatorium Black Sea Coast which is on Ordzhonikidze Street was transferred to the Sochi state broadcasting company, and the main site, including the added territory adjacent to the Seaside park, with constructions and all property turned into maintaining the State unitary enterprise "Directorate on Operation of Improving Institutions of Railway Transport of the Ministry of Ways of Messages of the Russian Federation".

2.2 Basic Provisions on Joint Stock Company

Since the Chernomorye sanatorium belongs to the open joint-stock company Russian Railways, we will give a brief description of this joint-stock company.

A joint-stock company is recognized as a company whose authorized capital is divided into a certain number of shares; members of the joint-stock company (shareholders) are not liable for its obligations and bear the risk of losses related to the company's activities within the value of their shares. [14]

Shareholders who do not fully pay the shares are jointly and jointly liable for the obligations of the joint stock company within the unpaid part of the value of the shares owned by them.

The company name of the joint-stock company shall contain its name and indication that the company is a joint-stock company.

The legal position of the joint-stock company and the rights and obligations of shareholders are determined in accordance with the Civil Code and the law on joint-stock companies. [14,15]

The peculiarities of the legal situation of joint-stock companies created through the privatization of State and municipal enterprises are also determined by laws and other legal acts on the privatization of these enterprises.

The peculiarities of the legal situation of credit organizations created in the form of joint-stock companies, the rights and obligations of their shareholders are also determined by the laws governing the activities of credit organizations.

A joint-stock company whose members may dispose of their shares without the consent of other shareholders shall be recognized as an open joint-stock company. Such a joint-stock company shall have the right to carry out an open subscription to shares issued by it and their free sale on conditions established by law and other legal acts.

The open joint-stock company is obliged to publish annually for general information the annual report, balance sheet, profit and loss account.

Management in the joint stock company:

The supreme governing body of the joint-stock company is the general meeting of its shareholders. [14]

The exclusive competence of the general meeting of shareholders includes:

1) change of the company's charter, including change of its authorized capital;

2) election of members of the board of directors (supervisory board) and the audit commission (auditor) of the company and early termination of their powers;

3) formation of executive bodies of the company and early termination of their powers, if the company's charter does not assign the resolution of these issues to the competence of the board of directors (supervisory board);

4) approval of annual reports, balance sheets, profit and loss accounts of the company and distribution of its profit and loss;

5) decision on reorganization or liquidation of the company.

2.3 Land Plot Examination

For the reconstruction of the sanatorium "Black Sea" by the Decree of the Head of the Administration of Sochi No. 863/6 of 28.09.98 a plot with a total area of ​ ​ 1.7672 hectares is determined, actually occupied by a sanatorium, including a strip adjacent to Primorsky Park, with an area of ​ ​ 0.22 hectares, without the right to build.

At the suggestion of the customer and preliminary agreement with the city administration, the territory occupied by the museum of local lore and a residential building on the street. Theater. Thus, the entire territory proposed for the reconstruction of the Chernomorye sanatorium is 2.06 ha.

Characteristics of the land plot on which the Chernomorye sanatorium is located:

area 2.06 ha;

used by the sanatorium on a rental basis;

permitted use of the land plot - actually occupied by the buildings and structures of the Chernomorye sanatorium;

type of right - state property;

category of land - land of settlements;

encumbrances - a special regime for the use of land - the second zone of the mining protection district;

cadastral value of 1 m2 for 2007 - 2857.64 rubles.

Chapter 34 of the Civil Code of the Russian Federation is devoted to the legal regulation of various types of rental relations [15]. According to article 625 of the Code, the general provisions on leases apply to certain types of leases and leases of certain types of property.

In accordance with Article 606 of the Civil Code of the Russian Federation, a lease agreement is one of the civil law agreements, according to which the lessor undertakes to provide the tenant with certain property for temporary possession and use or temporary use, and the tenant must pay rent for this to the lessor. At the same time, the products and income received by the tenant as a result of the use of leased property in accordance with the contract are its property. Based on the definition, three main features characteristic of a given treaty can be distinguished.

Firstly, it is an agreement on the basis of which a certain property is transferred (granted) by a person authorized to dispose of it, in possession and use (or only use) to another person without transferring to the latter property right. The landlord remains the owner of the property. Secondly, the lease is always temporary and, at the end of the lease, the property is returned to the lessor. The exception is the cases of the ransom of the rented property by the tenant, but in these cases the lease ceases, and at the final stage the relations of the parties go into the sphere of sale. Thirdly, the lease is always reimbursable: the tenant is obliged to pay for the use of property (as opposed to a free loan agreement).

Since the rights and obligations under the lease agreement arise from both parties, it refers to bilateral; this agreement is also consensual, that is, establishing binding relations between the parties from the moment they reach an agreement (execution of the agreement), unlike, say, a loan agreement, which refers to real and is considered concluded from the moment of transferring money or other things to the borrower (Article 807 of the Civil Code of the Russian Federation).

Since in the process of reconstruction there is an expansion of the land plot adjacent to the sanatorium (from 1.77 hectares to 2.06 hectares) at the expense of land under state ownership, the procedure for granting the land plot is carried out in accordance with Article 30 of the Land Code of the Russian Federation [16] in the following order:

1) selection of a land plot and adoption in the manner established by Article 31 of the Land Code of a decision on preliminary approval of the place of placement of the object;

2) carrying out work on the formation of a land plot;

3) state cadastral registration of a land plot in accordance with the rules provided for in Article 70 of the Land Code;

4) making a decision on granting a land plot for construction in accordance with the rules established by Article 32 of the Land Code.

Rights of the tenant in the use of the land.

The tenant has the right to:

1) use common minerals, fresh groundwater, as well as closed water bodies in accordance with the legislation of the Russian Federation;

2) to build residential, industrial, cultural and community and other buildings, buildings, constructions according to purpose of the land plot and its allowed use with observance of requirements of town-planning regulations, construction, ecological, sanitarnogigiyenichesky, fire-prevention and other rules, standards;

3) carry out irrigation, drainage, cultural and other reclamation works in accordance with the permitted use, build ponds and other closed water bodies in accordance with environmental, construction, sanitary and hygienic and other special requirements established by law;

4) exercise other rights to use the land plot provided for by law.

Responsibilities of land tenants:

1) use land plots in accordance with their purpose and belonging to a particular category of land and authorized use in ways that should not harm the environment, including land as a natural object;

2) maintain boundary, geodetic and other special signs installed on land plots in accordance with the legislation;

3) implement measures to protect land, observe the procedure for the use of forests, water and other natural objects;

4) to begin to use land plots in a timely manner in cases where the terms of development of land plots are provided for by agreements;

5) make timely payments for land;

6) comply with the requirements of urban planning regulations, construction, environmental, sanitary, hygiene, fire and other rules and standards when using land plots;

7) not to allow pollution, littering, degradation and deterioration in fertility of soils on lands of the corresponding categories;

8) fulfill other requirements stipulated by the Land Code and federal laws.

Cadastral number of the site 23:49:02 04 029:0011.

2.5 Taxation

Operations for execution of the CIW are recognized as subject to VAT taxation on the basis of item 3, paragraph 1, article 146 of the Tax Code of the Russian Federation [18]. At the same time, the tax base is determined as the cost of the work performed, calculated on the basis of the actual expenses for their performance in the corresponding tax period (clause 2 of article 159 of the Tax Code of the Russian Federation). In accounting, the VAT calculation is reflected by the record:

D-19, sub-account "VAT on acquisition of fixed assets,"

K-t 68, sub-account "Calculations with VAT budget."

When performing CIW by contracting method, the tax base is determined based on the full value of the CIW produced (Letter of the Ministry of Finance of Russia dated 16.01.2006 N 030415/01).

Developers maintain registers of received and invoiced invoices, purchase books and sales books in accordance with the Rules for Keeping Records of Received and Invoiced Invoices (hereinafter referred to as the Rules), purchase books and sales books when calculating Value Added Tax, approved by Decree of the Government of the Russian Federation dated 02.12.2000 N 914 (as amended by 11.05.2006).

For construction and installation works performed since January 1, 2001 by the organization for its own consumption, invoices are drawn up at the time of determining the tax base according to Clause 10 of Article 167 of the Tax Code of the Russian Federation and are registered in the sales book (Clause 25 of the Rules ).

The amounts of accrued VAT are accepted for deduction as tax is paid to the budget in accordance with paragraph 5 of Art. 172 of the Tax Code of the Russian Federation. In accordance with paragraph 12, paragraph 2, of the Rules, invoices for VAT accrued amounts are recorded in the purchase book in order to determine the amount of tax to be deducted. This amount is reflected in the line "Tax amount calculated during construction and installation work and paid to the budget to be deducted" of the value added tax declaration in the next tax period.

Thus, the calculation of VAT for construction work, and the acceptance of the amounts of accrued tax for deduction are carried out in different tax periods. This conclusion is contained in the Letter of the Ministry of Finance of Russia dated 03.07.2006 N 030410/09.

There may be situations when, according to the results of the tax period, the total amount of accrued VAT, including CIW VAT for own consumption, will be less than the amount of tax presented for deduction. For example, in case of seasonal delivery of construction materials or acquisition of process equipment according to design data, etc. In these cases, the amount of accrued tax to the budget is not transferred in accordance with paragraph 2 of Art. 173 of the Tax Code of the Russian Federation. However, the organization reserves the right to present the amount of accrued tax to the deduction in the next tax period.

It should be noted that on the basis of paragraph 3, paragraph 6, Article 171 of the Tax Code of the Russian Federation deductions are made if the property created as a result of the construction and construction works is intended to carry out VAT-subject transactions. The value of such property should be included in the expenses (including through depreciation charges) when calculating income tax.

If real estate objects taken into account as fixed assets will be used in the future for non-taxable transactions (specified in paragraph 2 of Article 170 of the Tax Code of the Russian Federation), then VAT amounts accepted for deduction will be restored within 10 years from the year in which the depreciation of the fixed asset object occurred. A tax declaration on the restoration of tax amounts is submitted to the tax authority for the last tax period of each calendar year out of ten according to paragraphs 4 and 5 of paragraph 6 of Art. 171 of the Tax Code of the Russian Federation.

Tax deductions in the performance of the CIW are also formed at the expense of the tax amounts presented to the developer for goods (works, services) purchased by him to carry out operations recognized as objects of VAT taxation (clause 1, paragraph 2 of article 171 of the Tax Code of the Russian Federation). Deductions according to clauses 1 and 5 of Art. 172 of the Tax Code of the Russian Federation are made on the basis of invoices issued by sellers after the developer accepts goods (works, services) for accounting.

Tax deductions are issued in the following order:

invoices received from sellers for purchased goods (works performed, services rendered), for construction and installation works as of January 1, 2001, are stored in the register of received invoices (item 4 of the Rules);

Invoices drawn up by the taxpayer in accordance with clause 25 of the Rules shall be registered in the purchase book in order to determine the amount of VAT to be deducted in accordance with the established procedure (section 1 of clause 12 of the Rules).

At the same time, the amount of tax submitted for deduction is included in the tax declaration on value added tax for the current tax period under the line "Tax amount presented to the taxpayer upon acquisition in the Russian Federation of goods (works, services), property rights subject to deduction."

Real Estate Management

4.1 Real Estate Management Objectives

Real estate management is a long-term multi-stakeholder optimization process that involves ensuring the proper maintenance, use and development of real estate. [19]

The goals of the management are to ensure the main activity, make decisions on the best and more efficient use of real estate objects and at the same time achieve:

preservation and improvement of technical condition of the facility;

minimizing costs of real estate facilities operation;

increasing the market value of immovable property;

increase of cash flows from use of the object.

4.2 Organization and planning of advertising activities of the Chernomorye sanatorium (for 2001)

The economic role of advertising is realized in that it contributes to the growth of cash flows from the use of the object .

In the conditions of the modern economic market, the age of fierce competition of the enterprises of the hotel and sanatorium-resort complex, an important area of ​ ​ activity of these enterprises is the study of the market, the conduct of marketing research and the provision of advertising activities of the sanatorium-resort enterprise.

The purpose of the advertising campaign: to help preserve and strengthen the position of the sanatorium in the business services market for foreign and Russian firms, to increase the efficiency and competitiveness of its activities .

Tasks:

1. Maintaining and strengthening the image as one of the leaders of the Sochi and Russian sanatorium-resort and business services market in the new economic conditions.

2. Preservation and expansion of the range of clients, consumers of specific services of the sanatorium.

3. Informing the business community about existing and new types of services and forms of customer service.

4. Encourage sales of value-added services.

5. Improvement of advertising structure and optimization of advertising work.

4.2.1 Advertising Campaign Planning

An advertising campaign is a series of promotional and promotional activities, carefully planned, coordinated and carried out for a long time.

At the first stage of the advertising campaign, its purpose is determined, a clear answer is given to the question why it is carried out. At the same time, it is necessary to ensure that this goal is consistent with the marketing and advertising strategy of the company. The wording of the goal should be specific and unambiguous, influence the choice of means and the type of advertising channels. The advertising campaign includes the following types of advertising:

1) introducing advertising - focuses on the object of advertising. Its goal is to create a positive psychological attitude, remove distrust, prejudice, present a new product, drawing attention to its unique consumer advantages.

2) prestigious advertising - should draw attention to the advertiser himself. Favorable information about the history of the enterprise, data on the high income of the company, charity and sponsorship are distributed. The ultimate goal of prestigious advertising is to remove the restrictions of an ideological, moral, economic, ethical and other nature, create a positive image of the company and strengthen the positive image of the brand in the consciousness of society.

An important step is to identify and explore the target audience for advertising impact. The clear goal of the campaign refers to both the target group and the desired impact that advertising should have on it.

In the third stage, it is important to select the means and media for the advertising campaign based on the data received from the target audience. The following main factors are taken into account when selecting:

1. coverage of the target audience,

2. effectiveness of coverage.

It is on the chosen means of advertising distribution that the awareness of potential buyers or customers will depend, and, accordingly, sales volumes.

At the final stage, the budget of the advertising campaign is developed. The budget is set by enterprises in various ways. The most common planning is from achieved (that is, the figure of past expenses without changes goes into the future, planning from sales (in% of the past and expected)), planning based on the evaluation of the advertising budget of competitors.

After the development of the advertising campaign, it is necessary to choose its performers, and since the advertising campaign is a creative work and requires a certain professionalism.

After actively developing an advertising campaign, there is a need to monitor the results in advertising. Advertising control can really save money even in the current mode of advertising publications. A permanent advertising monitoring system is not designed to assess the overall results of the latter, but to determine the effectiveness of the advertising tools used.

4.2.2 Time horizons

The following three time horizons can be used in advertising communication and incentive planning.

Short-term period - when the desired results need to be obtained as soon as possible.

Medium-term (annual) is a typical period for planning an advertising company and compiling an advertising budget.

A long-term period lasting from one year to some point in the foreseeable future (3,5,10,15 years).

These three planning horizons cover most of the situations a manager encounters when setting marketing goals for an advertising company.

Price Objectives

You can increase profits, increase the price of a product or service. The total profit from sales should increase, unless the number of products sold at a higher price decreases too much. Price elasticity is an important aspect of profitability.

4.2.3 The main approach to the organization of advertising activities of the Chernomorye sanatorium

When advertising the services of Chernomorye, it is necessary to be guided by the principle that advertising itself is not able to compensate for the poor quality of services. And, of course, it should be borne in mind that a well-served client is a potential advertising agent.

The main ideas of the advertising concept:

1) highlighting its unconditional merits (differences).

The success of the advertising policy of the sanatorium can be ensured only if there is an effective combination:

advertising of individual services: bars, restaurant, conference room and its equipment, medical services, laser center, etc.

operational advertising: presentations, holidays and memorabilia (events), holiday tours, etc. It is advisable to conduct this advertising together with regional representatives.

information on new types of services. In this case, it is an advertisement for the services of a sanatorium for the purpose of loading during the off-season. The flexible pricing policy of the enterprise and the high quality of the services provided will arouse the interest of the buyer .

Advertising of the range of services offered by the Chernomorye sanatorium should be focused not only on retaining and securing existing customers, but also on attracting new ones, in particular, on active work with regional travel companies and large Russian tour operators .

The leitmotif of both advertising policy in general and specific advertising campaigns should be the idea that the quality of services of the Chernomorye sanatorium corresponds to the price of the services offered, and that Chernomorye could become one of the leaders of the Sochi sanatorium and resort enterprises with greater openness and an increase in the number of offers.

The decision to place advertising products in the media should be based on an analysis of the effectiveness of advertising in them, as well as marketing research data.

2) advertising in the selected media should be given on time (during the festive tour) and before the start of the season is mandatory (unless the problem of the offseason relevant to the city of Sochi is solved).

3) An important area of ​ ​ integrated advertising activity is the "public marketing" sphere, the main task of which is to maintain and strengthen the image of Chernomorye (exhibition activity).

All advertising of the Chernomorye sanatorium complex should be designed in a corporate style.

Special attention should be paid to advertising on electronic media and on the Internet, which is the most modern and promising means of advertising.

Advertising should be done purposefully and methodically, and all advertising should be in the same hands. A mechanism should be established to assess the effectiveness of advertising and feedback.

4.2.4 Potential advertising consumers of the Chernomorye sanatorium

The analysis of customers of the Chernomorye sanatorium allows us to conclude that the main target groups of advertising consumers are:

Russian businessmen

guests of the resort city, residents of Sochi

conference participants

Thus, the potential clientele of the sanatorium is top and middle-level businessmen and their families, group clients.

4.2.5 Advertising support of the sanatorium

Taking into account the specifics of the sanatorium and trends in its development, as well as objective advantages, it is advisable to build advertising policy on the basis of an addressably complex principle, combining :

advertising of the sanatorium as a health and cultural and business complex;

promotional provision of supplementary services;

on-line advertising of services.

Regarding souvenir products, the advertising and publishing department should constantly monitor the updating of the assortment of products ordered. The selection and purchase of souvenir products should be carried out in strict accordance with the concept of advertising strategy, namely, when selecting and ordering souvenirs, the principle of forming 3 packages should be adhered to: for high, medium and ordinary partners. When advertising a sanatorium, it is necessary to combine the trademark "Black Sea." The advertising text must necessarily reflect all favorable aspects, including location, parking, car rental, availability of conference space, etc.

Careful marketing research should be carried out to find new customers and, accordingly, to activate advertising. Therefore, the marketing department of the enterprise is necessary. In modern conditions, it is necessary to use every opportunity to advertise a hotel on the Internet. Travel agencies are active users of online advertising. Currently, there is a tendency to book rooms via the Internet, which (trend), according to experts, will actively develop.

4.4 Maintenance, operation and repair of the sleeping building of the Chernomorye sanatorium

All buildings, regardless of their form of ownership, must be under constant maintenance. This ensures their normal operation during the life cycle, and in some cases contributes to its increase.

The technical operation of buildings is regulated by regulatory documents, the main of which are the following documents: "Rules and standards for the technical operation of housing stock" and "Regulations on the scheduled preventive repair of residential buildings and social infrastructure buildings." [43]

The organization of a set of measures for the maintenance of buildings consists in the scheduled repair and preventive work in the time period preventing premature wear and tear. The technical condition of buildings and the level of their management are determined during periodic inspections. The rules and norms of technical operation of buildings establish three types of inspections:

general inspection of the building includes inspection of individual parts of the building and engineering systems;

partial inspection, including inspection of individual parts of the building and structures;

extraordinary inspection after extreme impacts on the building (hurricanes, floods, etc.).

4.4.1 Features of seasonal operation of the building

Changing the seasons places a special imprint on the technical operation of buildings. For example, especially in the autumn-winter period, sanitary and heating systems work with the greatest load. Enclosing structures are exposed to alternating temperatures. Large wind loads at low temperatures create conditions for intensive cooling of rooms. One of the most important measures for preparing the building for winter is the preparation of a work plan providing for the comprehensive repair of heat supply sources, heating lines, as well as the elimination of failures in heating, hot and cold water supply systems identified in the past heating season. The building is considered prepared for winter when signing the corresponding act.

Works performed during preparation of residential buildings for operation in autumn-winter period:

putting in order the facades and their architectural details, balconies, windows and their fences;

insulation of window and balcony openings;

replacement of broken windows and balcony doors;

insulation of entrance doors;

insulation of pipelines in basements;

strengthening and repair of parapet fences;

repair, adjustment and testing of central heating systems;

insulation of boilers;

insulation and cleaning of ventilation ducts;

checking the condition of products in the basements of buildings

repair and insulation of external water discharge cranes.

Works performed during preparation of residential buildings for operation in spring-summer period:

strengthening of drainage pipes, knees and funnels;

preservation of the central heating system;

repair of equipment of children's and sports playgrounds;

repair of sifted brushes;

device of additional network of irrigation systems.

4.6 Real Estate Management Performance Analysis

The final stage of the development of a project solution for real estate management is the formation of indicators of its efficiency and effectiveness, according to which it will be possible to assess whether the changes are correct.

The performance of the whole controlled process is the result, effect, total achieved due to the impact on the control object. In the most general form, the final performance is determined by the increase in the market value of the real estate object.

Environmental expertise and safety

5.1 Environmental Expertise

5.1.1 Site Review

The object of environmental expertise is the Chernomorye sanatorium, located in the central district of the resort city of Sochi, on ul. Ordzhonikidze, 26. In the immediate vicinity is the Winter Theater and Primorsky Park .

The site is located on the territory of the existing sanatorium "Black Sea" at a distance of about 200 m from the sea. The relief of the site is calm .

The climate of this area of ​ ​ the coast is humid, subtropical, formed under the influence of two main physical and geographical factors: the thermal effect of the Black Sea and the protective effect of the Main Caucasian Range, fencing off the coast from the cold impact of the continental southeast of the country.

It is these factors that explain warm, mild winters, protracted cold spring, relatively hot summers and warm long autumn.

According to the General Plan of the resort city of Sochi, the projected territory is located in the sanatorium zone. In terms of natural and urban planning factors, it meets all the requirements for the formation of an international-class facility.

The territory of the designed complex for 120 places is located in the resort area within pedestrian accessibility to the city center and the beach.

Natural environmental conditions (adjacent beach area, park, sea view) with moderate urbanization of the built-up area provide a high level of comfort of recreational resources of the designed facilities for medical and recreational purposes.

The section is rectangular in shape with a calm relief, with a general slope towards the sea, the difference in absolute elevations diagonally of the section is about 4 m. from + 29 to 33 m above sea level.

From the north-east, the site is bounded by ul. Ordzhonikidze, from the south-east - st. Theater, from the south-west - the pedestrian alley of Primorsky Park; from the northwest, the site adjoins the territory of the medical school and dilapidated housing stock.

The presence of connection points to all necessary engineering communications in the immediate vicinity of the site is a very significant factor affecting the reduction of construction time and the reduction of adverse impact on the surrounding area.

Thus, the adjacent area of ​ ​ the site does not have a negative environmental impact on the facility, and therefore the location of the sanatorium is most favorable.

5.1.2 Examination of geo-base

Geomorphologically, the site is confined to the lower part of the coastal slope with surface slopes of 23 °, within a fragment of the karangat terrace covered by a clay deluvial plume. The absolute elevations of the site are 2933 m. Southwest (in 2030 m) is the brow of the head ledge of the abrasion-belt circus with surface slopes up to 2530 °, within which landslides of various genesis are developed. Most of them are in stabilization stages, however, some of them tend to increase and develop towards the sanatorium and Theater Square.

The geological and lithological structure of the studied territory is characterized by the spread of 5 main lithologetic layers corresponding to individual engineering and geological elements: layer 1 - bulk (0.3-2.5 m in capacity), layer 2 - clay (4-7 m in capacity), layer 3 - sand (1-3 m in capacity), layer 4 - pebbles 9 with capacity 4-6 m), layer 5 - argillites of Sochi svits.

Hydrogeological conditions are characterized by the spread of seasonal headwaters, developed almost everywhere at depths of up to 2.0-2.5 m, groundwater of Karangat sand-pebble deposits and the closely connected groundwater of the fractured zone of the weathering crust. The groundwater of the Ancient Sea karangat terrace is developed in its bottoms, the flow capacity does not exceed 1.0 m. All the groundwater of the site is non-aggressive to concrete on all types of cement.

Of the negative physical and geological processes on the territory of the Chernomorye sanatorium, swelling and shrinkage processes of covering deluvial clays are developed, the swelling pressure of which is up to 3-5 kg/cm2. Landslide processes with a predominance of block-layer landslides are widely developed on the coastal slope adjacent to the territory of the sanatorium from the southwest .

The survey site is located outside the seismic microzoning map. According to the Decree of the Ministry of Construction of Russia of July 26, 1996 No. 1876 from January 1, 1996, the initial (background) seismicity of Sochi was adopted 92 points (see changes No. 3 to SNII781).

However, by Decree of the Gosstroy of Russia No. SP2925/1 dated 04/03/98 and confirmed by the Ministry of Construction of Russia No. BE584 dated 12/25/98, the background seismicity in Sochi (with the exception of the village of Krasnaya Polyana) 82 points. The number 2 at the baldness index characterizes the recurrence period of earthquakes of this intensity. The category of soils by seismic properties is II (second) according to Table 1 of SNiP II781. Consequently, the estimated seismicity of the Chernomorye reconstruction site remains at the background level - 82 points .

Analysis of the geo-base, in general, indicates the stability of the site, but in the future the sanatorium should pay attention to the landslide processes of the adjacent territory and the adoption of measures to prevent their development.

5.1.3 Measures to prevent soil contamination during reconstruction and reclamation of disturbed land

Soil is a binding link between the atmosphere, hydrosphere and animal organisms. Soil moisture determines the chemical composition of groundwater, river and sea waters, affects the composition of the bottom layer of the atmosphere. Soil contamination and violation of the land plot is carried out mainly at the construction stage as a result of the impact of the construction of temporary structures, the laying of roads for the entrance of construction equipment. Uncontrolled contamination with heavy metals occurs during welding operations. In this regard, it is necessary, upon completion of construction, to reclaim the soil, restore the vegetation cover (sowing perennial grasses), preserve trees as much as possible, plant new trees and shrubs instead of cut down. The principle of minimum environmental damage is applied in the design and implementation of environmental measures. It is not allowed not provided for by the project for the removal of shrub, lawn vegetation, backfilling with soil of root necks and trunks of growing trees and shrubs. Valuable species of trees and shrubs that fall into the area of ​ ​ construction and installation work are, if possible, preserved or transplanted.

During the construction process, construction garbage, household waste is collected in containers and exported to the city landfill. After the construction of the building, temporary water pipelines and sewage networks, storage facilities are dismantled, temporary structures are removed, fencing and lighting systems are dismantled. Damaged parts around the building, a system of drainage measures are being restored. Under the project, reclamation of land disturbed during construction work is carried out. A fertile layer of soil is being restored, which has been damaged by temporary structures for construction needs. On reclaimed lands, flower beds are restored with the planting of shrubs, flower beds, ornamental grass, and valuable tree species.

5.2 Life Safety Organization

5.2.1 Organization of construction site, work areas and workplaces

The organization of the construction site, work areas and workplaces should ensure the safety of workers at all stages of the work. All hazardous areas shall be marked with safety signs. Inscriptions of set form. The construction site shall be enclosed.

When placing temporary structures. Fences, warehouses and scaffolding should take into account the requirements for the dimensions of approaching buildings to vehicles moving near .

Fire safety at the construction site, work areas and workplaces shall be ensured in accordance with fire safety rules during welding and other fire work, therefore at the construction site we install 2 fire hydrants with a flow rate of 15 l/s.

Construction site, work areas, workplaces, driveways and passageways to them in the dark shall be illuminated in accordance with the instructions for designing electrical lighting of construction sites.

The illumination shall be uniform, without the blinding effect of the lighting fixtures on the workers.

Work in unlit places is not allowed.

Wells, pits and other excavations in the ground in places of possible access of people should be covered with covers, strong shields or fences. In the dark the enclosures shall be indicated by electric lamps with voltage not exceeding 4 V.

Storage of materials shall be carried out outside the prism of excavation soil collapse (pit, trenches), the walls of which are not fixed, and their placement within the prism of soil collapse at excavations with fixation is allowed subject to preliminary verification by calculation of attachment strength taking into account the load dynamic factor.

Driveways, passages and workplaces must be cleaned regularly, and sprinkled with sand or slag located outside the buildings.

Supply of materials, building structures and equipment units to workplaces shall be carried out in a process sequence ensuring safety of works. It is necessary to store materials so that they do not create danger during the work and do not constrain the passages.

The material should be placed on leveled platforms, taking measures against spontaneous displacement, draining, showering or rolling out of stored materials.

5.2.2 Operation of construction machines

Persons responsible for maintaining construction machines in good condition shall ensure their maintenance and repair in accordance with the requirements of the operational documents of the manufacturer. Before starting work using machines, the work manager must determine the movement scheme and installation places of the machines, the places and methods of grounding of the machines having an electric drive, indicate the methods of interaction and signaling to the drivers by the working signalman serving the machine, determine the location of the signalman, as well as ensure proper lighting of the working area.

The place of operation of the machines must be determined so that sufficient space is provided for viewing the manoeuvring working area.

The value of the signals supplied during the operation or movement of the machine must be explained to all persons associated with its operation.

Safety signs and warning signs shall be installed in the area of the machine operation.

It is not allowed to leave machines with running (on) engine without supervision.

During operation of the machines, measures must be taken to prevent their overturning or spontaneous movement under the influence of wind or in the presence of a slope.

5.2.3 Operation of process tooling and tools

Construction and installation works must be carried out using technological equipment, collective protection tools and construction manual tools, determined by the composition of the standard sets, and their operation - according to the operational documents of the manufacturers.

Cargo hooks of load-gripping means (slings, crossbars) used during construction and installation works shall be equipped with safety closing devices preventing spontaneous fall-out of cargo.

Slings, crossarms and packagings during operation shall be subjected to technical inspection by the person responsible for their serviceable condition within the time limits established by the requirements of the Rules for the construction and safe operation of lifting cranes approved by the USSR Gosgortekhnadzor, and other technological equipment - at least every 6 months, if the specifications or instructions of the manufacturer do not provide for other terms. Inspection results must be recorded in the work log.

5.2.4 Transport works

Transport of long, heavy or large cargoes shall normally be carried out by means of specialized transport

In order to avoid rolling (or falling during traffic), goods shall be placed and fixed on vehicles in accordance with the specifications for loading and fixing of this type of cargo.

When unloading dump trucks on embankments or in excavations, they should be installed not closer than 1 m from the edge of the natural slope (boundaries of the collapse prism), and when unloading from the racks, the latter must be equipped with reliable baffle bars.

Dump trucks shall be provided with special stops to support the body in the raised position as necessary. It is not allowed to carry out maintenance of a dump truck with a raised body without installing a body stop. The movement of dump trucks with a raised body is prohibited.

The car must be fed back in the area where any work is carried out only by the driver at the command of the persons participating in these works.

5.2.5 Electric welding and gas-flame works

Places of electric welding and gas-flame works at this, as well as at the lower tiers (in the absence of non-combustible protective flooring or flooring protected by non-combustible material) should be exempt from burned materials within a radius of at least 5 m, and from explosive materials and installations (including gas cylinders and gas generators) - 10 m.

During cutting of structural elements, measures should be taken against accidental collapse of cut elements.

Devices, vessels and pipelines containing under pressure any liquids or gases filled with combustible or harmful substances or related to electrical devices shall not be welded, cut and heated with open flame without the approval of the operating organization of safety measures.

When performing electric welding and gas-flame works inside closed tanks or cavities of structures, workplaces shall be provided with exhaust ventilation. The air velocity inside the container (cavity) shall be within 0.31.5 m/s. In cases of welding works using liquefied gases (propane, butane) and carbon dioxide, exhaust ventilation shall have a slope from below

Lighting during welding operations inside tanks shall be carried out with the help of lamps installed outside, or with the help of hand portable lamps with voltage not more than 12 V.

The welding transformer shall be located outside the vessel to be welded.

When laying or moving welding wires, it is necessary to take measures against damage of their insulation and contact with water, oil, steel ropes and hot pipelines. Distance from welding wires to hot pipes and bottles with oxygen must be not less than 0.5 m, and with combustible gases - not less than 1 m.

Electrical welders and their power sources shall be provided with and installed reliable enclosures of energized elements.

Metal parts of electric welding equipment that are not energized, as well as welded products and structures for the entire welding time must be grounded, and the welding transformer, in addition, must connect the grounding bolt of the housing with the clamp of the secondary winding, to which the return wire is connected.

Gas cylinders shall be stored in special dry and ventilated rooms in accordance with the requirements of the Rules for the construction and safe operation of pressure vessels approved by the USSR Gosgortekhnadzor. Empty cylinders should be kept separate from gas-filled cylinders.

At the end of the operation, the gas cylinders shall be located in a specially designated place for storage, excluding the access of unauthorized persons, and portable acetylene generators shall be released from calcium carbide and then removed to the specially designated places.

5.2.6 Loading and unloading operations

Loading and unloading operations must be carried out, as a rule, by a mechanized method in accordance with the requirements of GOST 12.3.00976 [48] (ST CMEA 351881) and the Rules for the construction and safe operation of lifting cranes approved by the USSR Gosgortekhnadzor.

Loading and unloading areas shall be planned and shall have a slope of not more than 5 °.

In the appropriate places it is necessary to set the inscriptions: "Entrance," "Exit," "Turn," etc.

Lifting machines, load-grabbing devices, containers and packagings used in handling operations must meet the requirements of state standards or technical specifications for them.

Cargo slinging shall be carried out with inventory slings or special load gripping devices manufactured according to the approved design (drawing). Slinging methods shall exclude the possibility of falling or sliding of stacked cargo.

Installation (laying) of goods on vehicles shall ensure stable position of cargo during transportation and unloading.

During loading and unloading operations, it is not allowed to sling cargo in unstable position, as well as displacement of slinging devices on raised load.

When loading cars with excavators or cranes, the driver and other persons are forbidden to be in the cab of a car that is not protected by visors.

5.2.7 Insulation works

When performing insulation works (waterproofing, heat insulation, anticorrosion) using flammable materials, as well as releasing harmful substances, it is necessary to ensure the protection of workers from exposure to harmful substances, as well as from thermal and chemical burns.

During anticorrosive works, the requirements of GOST 12.3.01687 shall be met. [49]

The concentration of fire, explosive volatile substances shall not exceed the maximum permissible explosive concentrations (PDVK) according to GOST 12.1.00485 [50] and shall be provided by forced plenum ventilation.

In the work areas and in the surrounding areas with a radius of 25 m along the entire open height, it is not allowed:

Carry out any combined work causing sparks, fire or dust;

smoke, make fire;

carry matches, lighters, as well as metal objects that can cause a spark;

work in shoes with steel nails on the soles;

heat production premises and protected objects with electrical appliances not in explosive design;

be of persons not directly involved in the performance of these works.

Mark the area with safety signs as per GOST 12.4.02676. [51]

Bitumen mastic should be delivered to workplaces, as a rule, by bitumen pipeline or using lifting machines. If it is necessary to move hot bitumen at workplaces manually, metal tanks should be used, having the shape of a truncated cone, facing a wide part down, with tightly closing covers and locking devices.

It is not allowed to use bituminous mastics with the temperature over 180 wasps in work.

Boilers for cooking and heating bitumen mastic must be equipped with instruments for measuring the temperature of the mastic and tightly closing covers. The filler to be loaded into the boiler must be dry. It is unacceptable to get ice and snow into the boiler. Fire extinguishing equipment shall be located near the digester.

It is not allowed to use devices with open fire to heat bitumen compositions indoors.

When preparing a primer consisting of solvent and bitumen, molten bitumen should be poured into the solvent.

It is not allowed to pour the solvent into the molten bitumen.

5.2.8 Earthworks

Prior to the start of excavation works in the locations of the existing underground communications, measures for safe working conditions shall be developed and agreed with the organizations operating these communications, and the location of underground communications on the ground shall be indicated by appropriate signs or inscriptions.

Excavation work in the area of the existing underground communications should be carried out under the direct supervision of the foreman or foreman, and in the protective zone of cables under voltage or the existing gas pipeline, in addition, under the supervision of employees of the electric or gas economy.

Places where people pass through trenches should be equipped with transition bridges illuminated at night.

Soil extracted from a pit or trench should be placed at a distance of at least 0.5 m from the brow of the excavation.

It is not allowed to develop soil in pits and trenches by "dig."

Boulders and stones and soil peels found on slopes shall be removed.

Digging of pits and trenches with vertical walls without anchorages in non-rock and non-frozen soils above the ground water level and in the absence of underground structures near it is allowed to the depth not more than, m:

1.0 - in bulk, sandy and large-breaking soils;

1.25 - in sandy loam;

1.50 - in loams and clays.

If it is impossible to use inventory fixtures of pit walls or trenches, fasteners made according to individual designs approved in accordance with the established procedure should be used.

When installing attachments, their upper part must protrude above the edge of the recess by at least 15 cm.

Install the fasteners in the top-down direction as the recess is developed to a depth of not more than 0.5 m.

Disassembly of fasteners should be performed in the direction from bottom to top as the recess is backfilled.

Before allowing workers into pits or trenches with a depth of more than 1.3 m, the stability of slopes or wall attachments must be checked.

Loading of soil on the dump trucks shall be carried out from the rear or side side.

5.2.9 Installation works

In the area (gripping) where installation works are carried out, it is not allowed to perform other works and find unauthorized persons.

Methods of slinging structural elements and equipment shall ensure their supply to the installation site in a position close to the design one.

Cleaning of structural elements to be installed from dirt and ice should be performed before their lifting.

Slinging of structures and equipment shall be performed by means of load gripping, ensuring the possibility of remote disassembly from the working horizon in cases when the height to the lock of the load gripping means exceeds 2 m.

Components of the structures or equipment to be mounted shall be kept from swinging and rotating by flexible braces during movement.

People are not allowed to stay on elements of structures and equipment during their lifting or movement. During interruptions in operation it is not allowed to leave raised elements of structures and equipment on weight.

Elements of structures or equipment installed in the design position must be fixed so that their stability and geometric stability are ensured.

Painting and corrosion protection of structures and equipment in cases when they are carried out on the construction site should be carried out, as a rule, before their rise to the design elevation. After lifting, paint or corrosion protection should be performed only at points of joints or joints of structures.

When structures or equipment are moved, the distance between them and protruding parts of the mounted equipment or other structures shall be at least 1 m horizontally, 0.5 m vertically.

Conclusion

In this diploma project, issues related to the reconstruction and further operation of the Chernomorye sanatorium were considered in detail. In each of the sections, on different sides, the feasibility and features of this reconstruction were evaluated.

The legal section established the owner of the Chernomorye sanatorium, gave a brief description of the organizational and legal form of the owner, dismantled legal relations related to the ownership of the land on which the sanatorium is located, described the main provisions for the reconstruction and accounting of fixed assets.

In the technical section, the location of the sanatorium, the natural and climatic conditions of the district were evaluated, the geo-base and terrain of the district were described. In general, the sanatorium has a successful location - within walking distance to the city center, while being in the sanatorium zone, next to such attractions as the Winter Theater, Circus, Primorsky Park. In the same section, the main architectural and planning solutions were described.

The planned schedule and also the construction master plan is presented in the section of technology and the organization of works, are calculated the need of reconstruction for temporary buildings, water, the electric power, cars, the equipment, stock.

In the economic section, the justification for this reconstruction was given, the market of competitors was evaluated, and investments in the reconstruction of the Chernomorye sanatorium as a whole and separately in the sleeping building of this sanatorium were estimated. As a result of the calculations, it was established that the sanatorium has a number of competitive advantages. The project as a whole is profitable, and the invested investments pay off in the next 8 years after the commissioning of the facility.

The management section describes the main goals and objectives of management, developed an advertising campaign of the sanatorium, aimed at increasing the popularity of the sanatorium among consumers of tourist services and evaluated the effectiveness of this campaign. Advertising will increase the occupancy rate of the sanatorium by an average of 20%. Also, the management section presents the main planning and preventive work aimed at maintaining the sanatorium complex in good condition. As a result, the management efficiency was estimated, based on an increase in the market value of the sanatorium, which increased by 30%.

In the last - ecological section - the impact of the sanatorium on its environment is assessed. After the calculations, it was found that the sanatorium does not have a significant adverse impact on the environment and, therefore, the project can be accepted for implementation.