Designing a recreation center building (Diploma thesis) ⋆ WWW.SAVOL-JAVOB.COM

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Introduction

Uzbekistan's achievement of independence and bold steps into the path of national development require that in urban planning, following the example of the people's architectural heritage, a number of aspects such as compatibility with local conditions, beauty and comfort, and not conforming to world standards should be in the center of attention.

Uzbekistan, a republic with a completely unique demographic situation, is characterized by very important regional features of population settlement. Here, the increase in the population, the development of industry and transport sectors also led to the growth and development of cities.

We are proud of the words of our President I.Karimov about the greatness of our history and passing it on to future generations: We are not a nation that appeared on the world stage overnight. Our nation, our people have been living with their own life, their own culture, their own history since the time when "Avesta" appeared in the land of Kokh and Khorezm.

Taking a look at the architecture of the Republic of Uzbekistan regarding the construction of parks, the importance and essence of the work carried out in the past years, the years of creativity equal to the centuries achieved in the field of architecture have been completed, the present appearance of the cities and districts of our republic is fundamentally below, we will describe the work that has been done to change and become more beautiful.

It is clear to all of us that the "Project of the Urban Planning Code of the Republic of Uzbekistan" was developed in accordance with the decree of the President of the Republic of Uzbekistan (June 2000, 2 No. 2612).

The development of the urban planning code project arose from the need to raise the urban planning field of the Republic of Uzbekistan to the international level, as well as to legally strengthen the main rules of urban planning requirements in relation to the planning and construction of settlements and the planning of the republic's territories. One of the aspects of urban planning is garden and landscape architecture. Regarding the garden architecture, improvement works were carried out at an unprecedented level in our Republic.

Recreation and recreation park named after A. Navoi, located in the center of Andijan city, was completely renovated, and the entrance part was built in a modern and national style. In order to perpetuate the memory of our great-grandfather ZMBabur, a rest-shrine "Bog'I Babur" was built in the city's "Bog'ishamol" dakha. Trees were planted and landscaped, kitchens and teahouses were built for recreation and meals.

In the center of the city of Namangan, it was built in the place of low-looking buildings next to the provincial and city administrations. Babur Avenue has become one of the most beautiful places. Today, the statue of Babur Mirzo and the lawns around it, which are equally bright in all seasons of the year, open one's tongue and lift one's mood. The alley has a unique appearance during the day, and at night it is combined with the rain of fountains, creating a wonderful scene.

It was a great event that the architectural complex of Khwaja Bakhouddin Naqshband, the founder of the Naqshbandiyya sect, was repaired and the large-scale beautification works were carried out.

We can clearly see the development of ancient cities, which are being rebuilt in Uzbekistan, in the example of the city of Tashkent. The master plan for the reconstruction of Tashkent city is notable for the fact that it aims to eliminate the difference between the "Old City" and the "New City" and turn Tashkent into a single city. It is said that the connecting narrow carriage-walk Navoi Street will be widened to 66 meters and along this street, 3-4-story residences, a cinema, administrative buildings will be built, an avenue will be built, and a statue of A. Navoi will be erected along this street. 'tooth is permissible

In addition to the national park named after A. Navoi in Tashkent, a lot of construction work has been carried out throughout our republic. Fergani and Kuva, the great astrologer al-Fargani, examples of landscaping in a large tourist area built on the occasion of the 1200th anniversary of Fergani, Kuva. The restoration of Shahristan became a beauty of our homeland. Also, in the Islamic world, the monument complex built in Samarkand on the grave of Allama Imam al-Motrudi is dedicated to the 912th anniversary of the birth of our great ancestors, the jurist Burkhanidin al-Margishami, recognized by the whole world. The memorial complexes built in the city of Ulon have become unique monuments of our independence memory based on our ancient traditions.

Our country is a center of great culture. Therefore, we have a rich historical memory and historical heritage. The content and size of the creative works are equal to those of the captives. facilities such as administrative building, library and kitchen are very attractive and conveniently located

In the main square of our country - Independence Square, a dear place that embodies the historical memory and appreciation of our people has been built. The construction of such commemorative areas in the regional centers is not only administrative complexes, but also raises the spirit of our people even more. In particular, the "Martyrs' Memorial" complex built in Yunusabad is a monument that lifts the spirit of our people and has taken its place as a memorial of independence. bear the scorching summer heat is alleviated.

The memory of Kokand city achieved great achievements in creating small memorials in a scientific manner. Especially in the central reconstruction of Muqumi, Furqat, parks of the city, the unlimited possibilities of landscape memory were used. [1]

Our homeland is the land of Khorezm, which has witnessed many great events, celebrations and celebrations, and the completion of new buildings. In connection with the celebrations of the 2500th anniversary of the old Khiva, the magnificent Bin Ova Avenue, built in the names of our great ancestors AL-Khorazimi and Abu Raykhan Beruni, on both sides of the Urganch International Airport road, adds beauty to the city.

Three aspects of the garden of "AVESTO" which was built in 2700 years after the surrounding of the Shavvot canal dividing the city of Urganch attract attention. [2]

The central park named after A. Temur in Urganch city, the main entrance part will be renovated and will have a modern appearance. The central streets, such as Al-Khorazmi, Khanka, and Tashavuz, were renovated and got a new modern look.

The diploma work being designed is the design of a recreation complex around the river in the southern part of Otchopar region of Urganch district, and the construction of such buildings is one of the most important positive processes in our country, such as the development of tourism and earning through it.

Classification (classification) of hotels

Depending on the comfort, capacity and technical equipment, as well as the size of the offered service, hotels in Uzbekistan and internationally are divided into 5 construction classes.

The basis for determining the discharge is the hotel room, the quality of which in turn depends on the comfort level of the room. It is determined according to the level of comfort, area, number of seats, furniture, level of repair, etc. Hotel rooms are divided into one-room and multi-room (apartments, luxury) types.

Rooms can have from one to four beds, and rooms with five or more beds belong to the category of common living buildings (bedroom).

Plumbing equipment of rooms can be different: full (washbasin, toilet, bath, bidet) or reduced (washbasin, toilet, bath or shower). A more compact system is also available: a sink and a toilet or a single sink.

The number, type, living space and plumbing equipment of hotel buildings, motels and campsites are accepted based on the construction grade schedule.

The living part of the high-class hotel consists of high-class rooms, first- and second-class rooms with one and two beds. This hotel should have a high-class restaurant, cafe, bar, in-room dining, and a complex of fully serviced rooms. All guest rooms are offered with air conditioning and cooling equipment. The hotel has a swimming pool, a conference hall with cinema equipment and garages for private cars.

First discharge the living part of the hotel consists of superior, first, second and third class rooms, at least 80% of them should be single and double. The hotel has a first-class restaurant, cafe, bar and a complex of fully serviced rooms. It is also desirable to have a conference hall with cinema equipment and garages for private cars.

Third grade the living part of the hotel consists of the second and fourth-class rooms, and consists of them and common living rooms (bedroom). The hotel needs a cafe or self-service kitchen, buffet, shared bathroom or shower room.

Fourth grade The living part of hotels consists of third and fourth class rooms and common living rooms. The number of rooms with first and second beds is not limited.

According to the function of hotels, they are short-term residences.

It is a whole complex that combines hotel buildings, residences and public buildings.

Its main task is to fix people with temporary accommodation, to provide temporary accommodation for business travelers, tourists, vacationers and those coming and going.

The main classification of hotels is based on the level of capacity, floor space and comfort.

The general type of hotels fulfill various tasks and are mainly intended for those who come for business purposes, participants of the supreme assembly conference, conference participants and other visitors. Such hotels are mainly built in city centers, in places with convenient transportation. Due to the small size of the district and village hotels, the most basic services of the general service rooms are communication, catering, etc.

Classification of hotels.

Hotels are divided into 3 types:

— Small type with 100 seats:

— Up to 500 seats of medium type:

- More than 500 places of large type.

Depending on the level of capacity, hotel floors can be made from 1 floor to 50 floors. The class of hotels is similar to the class of accommodation. The number of floors in them is 1-2 floors, medium-floor - 3-5 floors, high-rise - 6-9 floors, high-rise - 10-40 floors, and skyscrapers - 40 floors. The demand for floors comes from the architectural composite solution and urban planning.

Hotel type	Category
General type or tourism direction	Higher, I-IV
For resorts	Higher, I-III
Motel	I-III
Camping	IV

The category of the hotel is affected by its accommodation and public part, that is, the higher the level, the larger the size of the living space, the more convenient and expensive the engineering equipment. The hotel rooms will consist of suites and apartments. The size of general service rooms varies according to the category. For example: service branches are 1,2-1,5 times more in I and II-class hotels, and twice less in III and IV-class hotels.

Typological solutions of hotels.

The main size type of hotel building includes medium and large capacity hotels. In order to establish good communication between floors, it is necessary to pay attention to the functional connection. These types of groups include the living group, lobby, catering, cultural entertainment, wellness, management body, economic and technical management (vent chamber, etc.)

In the hotel building of medium and large capacity, several entrances are placed: the main entrance is limited to the entrance to the dining halls, the entrance for the servants and the entrance to the sports and wellness halls.

The integrated connection of residential and public departments with each other is planned based on the following system: placing one building in itself or planning a public department in a separate block: planning a building in itself or planning a public department in a separate block. It is possible to save the building area by combining the residential area with the public part, but there are disadvantages in the planning of the public service part of the building and engineering networks. That is, it is required to put a technical floor between the residential numbers and public departments. Living rooms occupy the maximum part of the size of the hotel building. In medium-sized and large hotels, the functional system plan is placed in compliance with the normative rules for fire protection and placement of elevators and stairs.

The hotel building must be equipped with an "elevator": in high-class hotels, the "elevator" equipment is installed along the length of the building. In hotels, depending on the number of people, no less than two elevators are used. An elevator is planned in the hall. Several elevator groups are designed in large hotels.

The plan of the composite system of living rooms is designed in corridor-like, gallery-like, tower-like, atrium, two-lane and other structures.

There are a lot of buildings with a "corridor" structure. Corridor-shaped service and engineering system rooms will be planned longitudinally. 10-50 residence numbers can be placed along the length of corridor-shaped hotel types.

This type of hotel has a lot of conveniences, lighting, elevator, fire protection stairs, and at the same time, it is connected to the auxiliary room, servants' room through a corridor. As a result, the service radius is reduced, the convenience of the tarch solution increases, and the width of the building expands.

"Gallery-like".
"Tower".
"Corner".
"Atrium". Hotels can be designed in square and circular shape.

Gallery-like hotels consist of one-line rooms: the negative side of gallery hotels is that the building is small in size, the thickness of the walls and the placement of engineering communications are difficult.

Tower-like The project of the hotel is planned as a multi-story, tall tower. This type of hotel is planned in a rectangular, rectangular and circular, oval, triangular shape. Fig. 53. The characteristic feature of this type of hotel plan is that in the design process, the use of the "island" system in the central part provides convenience, that is, the "island" can connect the movement of the floors with an elevator, a freight elevator, a hall, and a circular corridor.

Corner type it is possible to increase the number of rooms in a multi-storey hotel. In the plan of this type of hotel, it is possible to place longitudinal communication in the center: it can be placed in corridor-like, gallery-like, symmetrical, asymmetrical forms.

Atrium type living rooms are planned around the circle: this includes open and closed verandas. While the open atrium system is known to us in advance, the closed atrium type is a new trend. This type was created by the American architect Portmonan, and in a short period of time, it began to be built around the world.

The hotel building has a pyramidal, cylindrical or parallelopiped appearance. Living rooms are divided into zones, consisting of winter garden, recreation corner, etc.

Closed atrium type: organic connection with residential and public buildings, harmonizes the interior with compositional integrity.

In the open atrium type, the living space can consist of a gallery-like, corridor-like system.

Hotels are divided into several types depending on their characteristics: for transit and general tourists. The main task of transit hotels is to organize temporary stopping places on the way to the airport, railway, bus station. Therefore, such hotels are located near airports and railways. The tourist hotel should be provided mainly by the tourism bureau, transport, communication, tourist route, and there should be photo and gift shops. Tourist hotels in the city are mainly built around museums rich in historical monuments or modern sculptures of historical or folk cultural wealth, exhibition halls, and beautiful natural landscapes.

General hotels perform various tasks and are mainly intended for business visitors, participants of the Supreme Assembly, conference participants and other visitors. It can be seen that such hotels are built mainly in city centers, in places with convenient transportation. Due to the small size of the district and village hotels, the most basic services of the general service rooms are communication, catering, etc. Hotels are divided into small, medium and large hotels depending on the number of beds. Outside of Ur, they are divided into groups depending on the level of comfort, four and five-star hotels have all modern amenities and form large complexes. General hotels will have few amenities compared to them. But in medium and small hotels, the most necessary facilities are created. Depending on the floor, hotels are divided into low-rise 1-2 floors, mid-rise 4 floors and high-rise 4 floors above. Elevators will be installed in hotels above four floors. Hotel rooms are divided into residential, auxiliary and general service rooms, just like a group of rooms in a dormitory.

PART OF ARCHITECTURE

Architecture

Hotels occupy a special place in recreation areas. Hotel buildings are built for the purpose of short-term living of people and service based on domestic and cultural demand. Such facilities must be equipped with all kinds of necessary communal facilities (water, sewerage, heating devices and water supply) and be provided with a service complex based on modern QMQ.

Hotels are built in cities, working-class settlements and rural areas. Taking this into account, I designed a hotel building of a recreation center in the Otchopar region of Urganch district.

Scientific justification of the relevance of the chosen topic:

The diploma work being designed is the design of a recreation complex around the river in the southern part of Otchopar region of Urganch district, and the construction of such buildings is one of the most important positive processes in our country, such as the development of tourism and earning through it.

To turn the Otchopar region into a recreation area, to create convenient opportunities for vacationers, is to design a new tourist destination.

A clear statement of the goals and objectives of the project:

The purpose of the design of the recreation building is to turn the Otchopar area in Khorezm into a recreation area. In July and August, residents bathe in the river in its southern part and bury themselves in the sand on its side for rest and medical treatment. In order to further improve the structure of such an environment, it is to make a design proposal for the establishment of a recreation complex in the southern part of the territory.

Determining the object and subject of the project:

This area was chosen in order to turn the Otchopar area of Urganch district into a recreation area in terms of urban planning, and to create convenient opportunities for vacationers. Taking this into account, a hotel building with all amenities for vacationers was designed in the Otchopar region.

Choosing a project method or methodology:

The subject of the diploma thesis is the design of a recreation building in Otchapar region of Urganch district, which was designed in a combination of national and modern style.

It includes conducting a survey among the population and developing project proposals for the establishment of a recreation complex.

Project overview:

The building consists of 3 floors, and the roof of the building is in the shape of a half moon. The first floor is designed as follows:

input file
registration room
Conference hall
Administrative rooms
Bowling
Restaurant
Hot preparation workshop
Preparation and distribution rooms
Number node
Souvenir shop
Concierge room
Single room
Double room
Gym
Razdevalka
Pool
Shower area
Sauna
Toilet
Parking lot.

The first floor is intended for a kitchen-restaurant. When exiting the stairs, you can enter the restaurant directly from the vestibule by either side of the stairs. A cooking room, a storage room, a washing room, a room for workers and servants, a cooling room, a bathroom for cooks and a toilet are designed through the corridor.

Also, for physical and physical education, on the XNUMXst floor of the recreation department, an entrance hall, a multi-functional gym, a women's dressing room, a men's dressing room, separate washrooms for women and men, women's and men's toilets and stairs are designed.

The 1st floor is intended for a hotel, and a special corridor has been designed for it to pass through blocks A and B, connecting blocks A and A perpendicularly. From the corridor, in the vestibule of Block A, there is a registration corner, a buffet, hotel rooms: through the corridor, it is designed together with a bathroom and a toilet.

The 2nd floor has the same number of rooms as the first floor:

Number of rooms for 1 person - 14;

The number of double rooms is 2.

There is a concierge room on the first floor. These rooms are connected by a long corridor. On the 22nd floor, a passageway to block B is designed through the corridor with the stairs of block A. Access to XNUMX hotel rooms is planned from the corridor. It is planned to go from the hallway to the room, bathroom and toilet. The restaurant can also be accessed from the hotel block when exiting the stairs. From the vestibule there is access to the servants' room and the linen and towel storage room.

Double rooms on the 2nd and 3rd floors have balconies. The width of the balconies is 1 m and the length is 5,2 m.

Number of rooms on the 3rd floor:

Single rooms - 10

Double rooms - 6.

Total number of rooms in the building: 30.

The exterior facade of the building is designed so that both sides are similar to each other. The entrance to the main facade has a national look. The building is mainly structurally made of brick, and in the core of the building, in the part where the stairs are located, constellations are designed in the shape of a hemisphere. The main facade is covered with a small dome in order to create a unique modern and national style.

A winter garden and a fountain were designed in the central part of the complex. The windows facing the courtyard are illuminated by sunlight from above. The building floors are 3,30 m high. Blocks V and C of the building are oriented to face the sun in the first half of the day, and block V in the second half of the day.

The complex is correctly positioned in terms of orientation in the master plan. Being a historical monument, the recreational buildings located on the southeast and southwest sides of the Kalajik fortress are designed and have facilities for family recreation.

Corridors and roads have been designed to reach the building and all places. Special places are designed for private cars visiting the recreation complex.

The area of the complex cannot be imagined without landscape solutions. Although the water of the lake is salty, there is fertile soil around it. It is intended to plant saxaul, dorongyi, aqbosh, sirkin and other plants growing on these lands: sandy areas will be cleaned of foreign waste. Specially cleaned sands were placed for people to be buried in the sand. It is placed in the form of a rectangle and a circle. There are special changing rooms for bathers and a lifeguard station on the bank of the river.

Functional and artistic-aesthetic requirements for design:

The building is made up of 4 integrated blocks, which are sufficiently lit in the sections. The building is designed with windows on both sides, and the main part of the view is the stairs from the center to the second floor.

Artistic-aesthetic requirements are the demands placed on the architectural composite structure of the building, its harmony with the environment and natural landscape, and the building is designed symmetrically from the composite environment. The building is two-story, the main part of the building has a new look from the center and is decorated with polished brick from the outside.

Constructive requirements:

Constructions of the recreation complex can be built from prefabricated reinforced concrete, brick or local stone materials, monolithic reinforced concrete and steel frames. In some cases, mixed constructions are rarely used. Brick buildings are designed on the basis of 30 cm modules. Structures assembled from 2.4 to 6.3 m and 9 and 12 meter multi-cavity closed materials, as assembled, T and TT rib steel trusses 9.2 and 15 meters long. provides various planning solutions in the buildings of the reception complex.

At present, generalized frame panel constructions are widely used in the construction of recreation complexes. In practice, the series consists of cross-sectional areas of columns 30x30 cm and 40x40 cm. The engineering equipment of the recreation complex consists of heat supply, heating and ventilation, air conditioning, water supply, sewage electricity supply and communication systems. Also, various engineering systems, call and identification signals, television communication, centralized supply of oxygen and anesthesia, centralized dust removal systems, which have begun to be implemented, and magnetic records for recording the course of illness are also being used.

Sanitary and hygiene requirements:

Comfortable sanitary-hygienic conditions have been created in the building of the recreation complex, and rooms have been designed for workers and guests to eat. The recreation complex and the rooms belonging to it, the service rooms are sufficiently lit, provided with insulation and ventilation options. The main rooms are ventilated through corridors.

Fire requirements:

Compliance with fire protection and evacuation requirements is one of the main tasks in the design of the recreation complex. Fire protection requirements are implemented both constructively and by planning. These requirements are determined depending on the level of fire resistance of the building.

The system of all transverse communications forms a scheme of evacuation routes. The time to leave the building should be 10-15 minutes in normal cases, 2-3 minutes in emergency cases.

When designing a recreation complex, fire protection requirements are strictly observed.

There are 4 evacuation exits from the building that fully meet all requirements.

In the design of public buildings, it is necessary to take into account a number of economic requirements, ready-made, prefabricated structural elements are used as much as possible in the design. The project was executed on the basis of construction standards and regulations (QMN).

Evacuation exits are evenly distributed throughout the building, taking into account the number and flow of people. green garden.

KONSTRUCTIVE PART

Calculation of prefabricated reinforced concrete intermediate panels

and construction

65 percent of the consumption of reinforced concrete in reinforced concrete structures corresponds to panels. In order to reduce the consumption of material, the hollow panels are designed to be flat or ribbed. The holes of flat panels are oval or round. Flat panels can sometimes be hollow, that is, solid.

It is recommended to take the height of the hollow panels in multiples of 20 mm. The minimum thickness of the shelf of hollow panels is 5-25 mm multiplied by 40 mm, the width of the rib between the hollows is within this limit. Panels used in residential construction are 800 to 2400 mm wide (in multiples of 200 mm), 2,8 to 6,4 m in length (in multiples of 0,4 m). The structural width of the upper part of the corrugated and hollow panels is accepted to be 40-50 mm shorter than the nominal width. If the panel rests on the shelf of the rafter, then the constructive length of the panel is determined so that there is a gap of 15-20 mm between the panel and the rafter wall.

For multi-cavity panels, concrete grade is taken in the range of B20-B40. Class A-II fittings are used as working fittings.

Non-circular panels are affected by permanent (specific weight of the panel and floor) and temporary (useful) loads. Temporary loads, in turn, are divided into short-term and long-term loads. 1 m when calculating the panel²it is necessary to transfer the given load for the surface to the load measured in pogon-meter. For this, the load on the surface should be multiplied by the width of the panel. When calculating the panel according to the first group of limit states, it is calculated from the full calculated load, and when calculating according to the second group of limit states, it is calculated from the long-term normative (permanent plus temporary long-term) load, short-term and full normative loads. is used.

Panels are considered as one-span static net beams with a uniformly distributed load. The calculated length of the panel is the distance between its supporting surfaces. After determining the maximum bending moment M and transverse force Q stresses, the panel section is replaced by an equivalent section of the rack working in compression and calculations are carried out according to the limit state groups.

A lotоrepresentative оrayopma panеfeelоcopperоl

Bеthose who: ARM panel length, width. Temporary normative load falling on the panel. Panel height.

Еeat Loads falling on a round panel are given in Table 2.

2 — table

Cargo types	Normative load, N/m²	Load reliability coefficient	Calculated load, N/m²
Constant loads:
floor weight,	160	1,1	176
Slag concrete layer	1040	1,2	1249
Foam concrete slab	300	1,2	360
Panel specific gravity	2750	1,1	3025
jami	4250	—	4810
Temporary loads:
Short term	2800	1,3	3640
Long term	1200	1,3	5200
jami	4000	—	5200
Full load:
Permanent and long-term	5450	—	6370
Short term	2800	—	3640
That's all	8250	—	10010

Determination of loads and stresses

When the panel is wide, we determine the loads corresponding to its length of 1 m.

Short-term regulatory burden

Short-term accounting burden

Permanent and long-term regulatory burden

Permanent and long-term accounting burden

Total regulatory burden

Total computational load

We determine the value of the bending moment from the full load

here

Bending moment calculated from the full normative load (for calculation of coolness and crack resistance),

From normative permanent and temporary long-term load

From the normative short-term load

The largest transverse force at the base

From the standard load

Cross kеwire selection

Concrete class B30,

Longitudinal (working) armature class - A-II

Calculated resistance when wire mesh reinforcement is Bp-I class, [3,5]

When calculating the panel, we take it as a right rectangle with cross-sectional dimensions bxh = 120 x 22 cm (where b is panel width, h is panel height).

There are 6 holes in the panel being designed. We replace the real cross section with its equivalent cross section.

Cross kеto the strength of the wire хisоblah

The height of the panel is h = 22 cm, and we check that it fulfills the condition of strength from the formula of uniformity.

We take the width of the cross section b = 116 cm.

We calculate the coefficient of the table

Here

We find the values from the table

We determine the height of the compression layer

so the neutral arrow passes through the compressed shelf.

Determination of cross-section of longitudinal reinforcement

va

We place 12 reinforcements with a diameter of 7 mm in 2 of the outermost 2 and one middle rib.

Kiya kеfeel the wire for strengthоblah

We will check the condition of placing transverse reinforcement on multi-hole panel.

We calculate the length of the cross-section projection.

in which for heavy concretes

Therefore, it should be in the accounting section

We accept the projection length, in that case

therefore, transverse reinforcement is constructively placed in the section.

The distance between the transverse reinforcement and

Transverse reinforcement diameter 6 mm, class AI, spacing 10 cm from the support, ¼ prolet length, we place on 2 supports.

In the middle half of the length of the panel, we place crossbars every 50 cm from a constructive point of view.

Determining coolness

The value of the bending moment resulting from the full normative load between the length of the panel

From constant and long-term load

From short-term cargo

We determine the panel coolness in an approximate way. For this we calculate the following.

[9], we find the value from the table.

The evaluation of panel deformation is checked by the following formula.

Since it is in our case, we do not take into account the second term of the left part of the inequality.

condition not winged. That's why we count coolness.

The coolness in the middle part of the panel is determined by the following formula from constant and long-term loads.

Here is Table 2.19 from [9].

For flat media (Appendix Table 9)

the condition is met.

Breadеlni cracks оto play hisоblah

The designed panel has 2,19 types of seam resistance based on Table 9 [3].

In this case, the opening of cracks and

This condition is checked

We check the crack opening from the following formula

For bending elements in this

for steel fittings with periodic profile

adopted armature diameter

For fittings of class A-II

because

for short term loads

for permanent and long-term loads

we accept

here

Calculation of crack opening from constant and long-term loads

Calculation of short-term crack opening

,

Crack opening when all loads act together

the condition is winged

Breadеlni mоfeel the burden of ntajоblah

8 – picture. Calculation of panel installation load. a) panel plan; b) calculation scheme and bending moment diagram.

The panel has 4 mounting hooks (Figure 2). Hooks are made of AI class fittings, they are located 70 cm from the edge of the panel. We determine the load from the specific weight by accepting the coefficient of dynamics.

Here

Bending moment in cantilever

we find the surface of the armature for the hook

When lifting 3 hooks, the structural surface of the armature is placed

The amount of force applied to one hook when lifting 2 hooks

Then the cross-sectional surface of the hook

From a constructive point of view, we accept reinforcement with a diameter of 12 mm.

CONSTRUCTION PROCESSES

TЕCHNOLOGY PART

TECHNOLOGY OF CAST CONCRETE AND REINFORCED CONCRETE WORKS

Concrete is widely used in the construction of industrial, residential, and agricultural buildings, and even in the engineering, oil, and gas industries of the national economy. Mechanization of concrete work, automation of some processes allows construction of inexpensive concrete and reinforced concrete structures and expansion of their fields of use. Concrete work is carried out on the basis of a pre-prepared production project (PPR). The characteristics of buildings and structures being restored in clay, concrete work technology, local conditions depend on the physico-chemical processes that take place in the concrete mix. In accordance with the above factors, the composition of concrete is selected, its rolling process is managed and controlled.

It is known that concrete mixture is a mixture obtained by mixing gravel, sand and cement with water in a certain proportion. The concrete mixture loses its meaning when it begins to flow. Changing one of the components in the concrete mix can change heavy concrete into light concrete, changing its recommendation. This change can play a positive or negative role.

The external temperature of 18-22 C and humidity conditions close to 100% allow for the normal flow of concrete. As a result, the concrete reaches its peak in 28 days. hardening or freezing of concrete in the initial period leads to negative consequences. The concrete will not reach the design parameters even in the cold conditions.

Barpo done building or of the facility quality not enough concrete competition to quality, beams collapsing, reinforcement, clean dropped concrete to the competition carov kabi technological of processes done increase level ham dependency.

Colype installation works

Colype—from him after known form, to size ego design lifter va bonds in turn shield va uni encouraged standing from devices (pillar, coz) consists of construction .

Depending on the material, molds can be made of wood, metal, wood-metal. In construction, the three types of culverts listed above are widely used

Depending on the number of uses, there are single-use or multiple-use cups. The inventory consists of elements that can be assembled and used for multiple purposes. Inventory containers can be reused up to 20-400 times.

Molds should be strong, hermetic and flat, providing accurate dimensions of cast construction, easy to assemble and disassemble, light, smooth inner surface. The mold and its elements should not interfere with the installation of the fittings and the fall of the concrete mixture.

In order to prevent the concrete mixture from sticking to the inner surface of the mold, various film-forming, waterproof resins are applied to the surface of the roof. Today, waste oil products are widely used. If such tar and oils are not found, it is recommended to thoroughly sprinkle water on the wooden molds 1 hour before the concrete is burned.

The step of assembling the formwork for tape foundations begins with the installation of 3-4 m long lighthouse beams. Sheets are temporarily fastened with bolts and screws. A tension wire is pulled on the beacon shafts and intermediate shafts are installed on it. After the investigation, they will be permanently imprisoned.

Colips for ribbon-shaped bases with a belt are assembled according to two technological schemes. According to the first scheme, the mold for each plant is assembled separately in the order given above. In this case, the assembled formwork for the second bearing rests on the concrete of the lower bearing, that is, the assembly of the formwork for the second bearing begins only after the lower bearing is concreted and reaches a certain strength. According to the second scheme, the mold is collected along the entire height of the foundation. In this case, the mold for the first layer is assembled in the previous order, and daily tusiks (t/b peremichkas) are installed on it every 3-4 m. and three lines are marked on them. On the basis of these, the sheets are installed and tied to each other with tight wires, and then they are raised with pegs.

Molds for stand-alone glass bases are assembled separately for each floor and then joined together. For the second and higher racks, the assembled racks, specially installed long boards in their lower parts, are mounted on the lower rack racks. The mold for the machine is made separately, in the form of a bottomless box, and is mounted on the support beams. Below, Fig. 1 shows the coils assembled for the ribbon-like and stand-alone cup-shaped bases.

For columns and frame columns, collips are assembled in the form of a box, reinforced with hooks. The kutti is mounted on the base of the column or on the intermediate spreader plate. The urn of the mold is checked in horizontal and vertical directions. The verticality of the collip is checked with a theodolite or a shovel.

The number of clamps in the mold depends on the thickness of the prepared boards. The thickness of the board is 20 mm. if the distance between the clamps is 0,8-1,2 m, if the thickness of the board is 30 mm, the distance between the clamps is 1,2-1,5 m. should be

Khari and Tusin's box consists of a base and two side sheets. The base of the tusun is made of a 4-5 cm thick board, and the side panels are made of a thin board of 2-2,5 cm. Khari and Tusin are waiting with pillars from the bottom of the kolipi.

Reinforcement works

In order to absorb the bending force generated in the concrete structure, the wire that is welded to the collapse zone of the structure is called reinforcement..

The function of the armature is divided into working armature (with a diameter of 10 mm to 40 mm based on the main tensile force), assembly armature (with a diameter of 10 mm, the diameter of the clamp is within the limit of 6 mm) and spreading armature (distributing the load to the rods of the working armature).

Depending on the production technology, the fittings are divided into hot-rolled rods with a diameter of 6-90 mm and wire-type cold-rolled fittings with a diameter of 3-8 mm. Depending on the shape of their cross-section, the wire has a flat surface and

can be a profiled stern. The profiled surface ensures good work with concrete.

Reinforcement elements are installed in the mold in the form of donabay, reinforcement frame and type (setka).

Reinforcement work consists of two processes: preparation and assembly of reinforcement elements. Therefore, first the armature rods and connecting elements are cut and prepared based on the working drawing, then they are assembled and assembled into a frame or type of armature and installed in place (it can also be assembled at the installation site).

If the reinforcement elements are made in factories or workshops, they are transported in cars, trailers or semi-trailers. During transportation, wooden brushes are burned under the welded seams, connected areas as a base (gasket).

Reinforcement elements are installed in place after the molds are checked and accepted. It is very important to provide a protective layer when installing reinforcement elements. For wall constructions and slabs with a thickness of up to 100 mm, the protective layer is -10 mm, if their thickness is 150 mm - 15 mm, for a column, column, beam (armature 20-32 mm) it is necessary not less than 25 mm.

The thickness of the protective layer is provided using special fasteners installed on the lower part of the reinforcement elements or cement or concrete balls burned under the reinforcement.

Reinforcement elements are installed in the mold with the help of a crane. If the length of the columns is up to 4 m, the reinforcement element is lowered into the formwork from above, otherwise (if it exceeds 4 m), one side of the formwork-box assembled for the column is opened and the reinforcement frame is inserted from the side of the formwork. Depending on the type of structures and the level of reinforcement, the frame of the reinforcement can be assembled first, and then the mold can be assembled around it.

Before concreting, the strength of the mold is checked. The conformity of the mold structure to the project, i.e., its height and horizontality, is checked with the help of a level, its straightness with the drawing of a plan thread, its verticality with a trowel, and the dimensions of the daily section with a meter or ruler.

Check that the shape of the reinforcement inside the mold conforms to the construction in the project, that the diameters of the work reinforcement rods are as shown in the project, that a protective layer of 1,5-2,5 cm is raised between the reinforcement rod and the mold board.

nadi Identified deficiencies will be eliminated immediately.

Concreting works consist of the following processes:

preparation of concrete mixture;
transportation of concrete mixture;
placing the concrete mixture in the mold and compacting its layers;
filling seams in concrete construction;
maintenance of concrete in formwork;
removing mold from concrete;
smoothing out defects identified in concrete;
when carrying out concreting works in unfavorable climatic conditions

additional measures and measures to be taken.

Preparation of concrete mixture. The concrete mixture is prepared according to the brand specified in the project. The prepared concrete mixture must have certain technical properties for its transportation and placement. It is necessary that the concrete mixture does not break into layers, it should have a certain consistency. The consistency of the concrete mixture is characterized by the size of "cone shrinkage" ( OK ).

If the cone subsidence of the concrete mixture is OK < 2 cm, it is called solid concrete, OK = 2-4 cm — low mobility concrete, OK = 4-5 cm — mobile concrete, if OK > 15 cm — liquid concrete mixture.

The concrete mixture is made in concrete mixers working on the principle of continuous and continuous operation. Nodes that make concrete can be flexible and stationary. Reinforced concrete beams are transported from one object to another object. Statsimonar concrete nodes, factories, depending on the production capacity, provide the area with concrete mix up to a radius of 100 km.

The quality of the concrete mixture depends on the quality of the components that make it up and their content. Therefore, it is necessary to control the quality of fillers by laboratory staff. In addition, the operability of the dispensers should be checked.

Transportation of concrete mix

Depending on the characteristics of the building under construction and organizational conditions, the concrete mixture can be transported with the help of a dump truck, an auto-concrete transporter, an auto-concrete mixer, a concrete pump, compressed air, a concrete loader, a conveyor, and cranes. In the process of transporting the concrete mixture, it is necessary that its composition and mobility do not change.

When transporting the concrete mixture, it is necessary to avoid atmospheric precipitation, freezing, freezing, and even freezing of the cement bed. The transportation distance of the concrete mixture depends on its temperature, the type of transport, and the condition of the road. If the concrete mixture is transported for a long time in a bad way, it can split into layers. In this case, large aggregates are added to the bottom layer, and small aggregates and cement are added to the upper layer. The main part of the concrete mixture is transported by dump trucks. Semi-dry concrete mixture is transported in trucks. This increases the amount of work done in ash. Therefore, in case of low mobility, the concrete mixture is transported by dump trucks only 25-30 km from asphalt roads and 15-20 km from other roads.

The most mature transport for transporting ready-mixed concrete is the concrete truck (avtobetonovoz). The transport has a rollover body. The opening of the concrete mixture of the body is above the level of the transported concrete mixture. This prevents the cement-water mixture from clogging on the way of transport. When the body is overturned, its hole will be in a horizontal position below, which ensures that the concrete mixture is not stuck in the body.

Dry concrete and separate water (in another container) are transported in auto concrete mixers. A concrete mixer will be driven 10-15 minutes away from the construction site. When the car goes to the construction site, the body will have a ready-made concrete mixture. In this type of transport, concrete mixture can be transported up to 70-90 km.

The concrete mixture can be moved from one place to another within the construction area, from the concrete place to the formwork. A crane, a conveyor, a conveyor belt and a concrete pump are used for these purposes.

Placing the concrete mixture in place

In construction sites, the main volume of concrete mixture (more than 85%) is delivered by crane. Laying of beds and level distribution of the concrete mixture is carried out in the area of culvert (privodnoy zatvor). In the restoration of very high buildings, the beams can be raised to the floors with the help of hoists.

In general, pouring the concrete mixture consists of the preparation of the base, transfer of the concrete mixture, compaction, distribution and compaction. Before the start of work, the methods of transferring, spreading and compacting the concrete mixture should be directed to the spreading thickness and the time should be accurate.

The concrete mixture transferred to the formwork is distributed in one direction in horizontal layers of the same thickness. The thickness of horizontal layers depends on the characteristics of compaction equipment. The minimum thickness of the layer that falls when the concrete mixture is compacted in vibrators with internal vibration is 8-10 cm from the length of the working body of the vibrator. small, the maximum thickness of the concrete layer can be 1,25 times greater than the length of the working body of the vibrator. When using vibrating vibrators on the surface, the thickness of the concrete mixture should be 250 mm in single-reinforced constructions, and 2 mm in thick (120-layer) reinforced constructions. Throwing the concrete mixture from one place to another (shoveling) is allowed only in some cases.

Uncompacted concrete mixture contains a lot of air. 40-45% air in the composition of the solid mixture, 10-15% in the composition of the plastic mixture. When the concrete mixture is compacted, it absorbs the expelled air, enters and becomes heavy as a result. Under the influence of the vibrator, the particles of the concrete mixture are forced to vibrate and become free. Free particles sink under the influence of gravity and occupy the coliform.

Vibrators are divided into the following, depending on the method of impact on the concrete mixture:

— internal — when lowered into the concrete joint, the body of the working body vibrates the arched joint. Vibration power is used almost entirely;

- outside - the bolts are reinforced with two connecting elements from the outside to the molds;

- working on the surface - the surface of the poured concrete is compacted by vibration.

Internal vibration vibrators are widely used in construction. It is very important to draw a conclusion about the compaction of the concrete mixture in time. If the vibrator is kept in one place for a long time, the concrete mix can be divided into layers, otherwise air can get inside without compacting the concrete. Skilled concrete workers know from the sound of the vibrator whether the concrete mixture is compacted or not compacted. When the vibrator is lowered into the concrete mixture, the sound subsides, and after a while, the sound appears again, and its power remains the same. Then it is necessary to remove the vibrator from the concrete body.

In addition, there are a number of signs indicating that the concrete mixture is sufficiently compacted. These are: non-drying of the concrete mixture, release of the cement-water mixture on the surface, stopping the release of air bubbles on the surface, etc.

The distance between successive drops into the concrete surface of the vibrator working body should be equal to 1,5 R (R-vibrator radius of action)

There may be breaks in concreting. In this case, a plane (seam) is formed between the old and freshly poured concrete. This is called working seams in concreting. These seams are arranged in places that do not affect the strength of the structure.

When building columns, working seams can be at the level of the top surface of the foundation or at the level of the bottom of the columns.

The working seam should be exactly horizontal or vertical. When concrete slabs or slabs are concreted, the seams must be vertical.

When the columns are concreted, the seams should be horizontal. Care must be taken during concrete pouring. It is necessary to provide the following maintenance during the initial period of concrete casting:

temperature and humidity conditions that ensure the acquisition of concrete strength at the required rate;

temperature - preventing the progress of shrinkage deformation and the formation of cracks;

protection of rolling concrete from unexpected shocks and other impacts;

Hot and dry climatic conditions, cold weather in the winter season are considered unfavorable climatic conditions for the normal flow of concrete.

In hot and dry climate conditions, it is necessary to prevent the formation of cracks in the concrete body as a result of dehydration and initial plastic shrinkage of the freshly poured concrete mixture. For these purposes, a waterproof polyethylene film is covered on the concrete surface (dry care). When the concrete reaches a certain level, it is recommended to put a sheet of rice paper (meshkovina) on it, sprinkle wood waste (apilka) and keep them wet (moist maintenance).

On hot days, the concrete mixture loses its plasticity. In these cases, it is necessary to add a little water to it without changing the S / Ts ratio. It is also possible to obtain a plastic concrete mixture by adding plasticizers to the concrete.

In Kish, concrete and reinforced concrete work should be organized in such a way that the concrete has 50% of the calculated strength until it freezes. Then further freezing will not affect concrete strength.

In general, if the temperature of 18-22 C, calculated as standard for the concrete's flow, decreases to 4 C, its duration of the flow is doubled, and when the temperature drops below 0 C, the flow of concrete stops - it freezes. When concrete freezes, the water contained in it also freezes and increases its volume by 9%. This eventually creates internal expansion stresses in the concrete body. When the strength achieved by concrete cannot withstand these stresses, it cracks.

Concrete can be divided into 2 main groups:

keeping concrete inside constructions without heating and artificially accelerating its heating. The method of artificially heating the concrete not only ensures the concreting work in the early period, but also increases the chances of gaining strength.

The method of storing concrete without heating can be described as the "thermos" method and its variations, the use of antifreeze additives, and the preheating of the concrete mixture to a high temperature.

Artificially heated concreting methods include electric heating (electroprogrev, elektroobogrev, greyushchie opolubki), heating with hot steam, heating with hot air, heating with infrared rays.

One of the above-mentioned winter concreting methods is selected depending on the capabilities of the construction organization and the conditions at the site.

Mold is separated from concrete according to technical conditions. After the concrete has hardened sufficiently, the mold is removed. The formwork adjacent to the concrete structures (the formwork that does not fall on the side) is removed when the concrete reaches the level where it does not collapse (25% of the strength of the design mark), and the blocks waiting for it are removed when the concrete reaches more than 70% strength.

Quality control of concrete and reinforced concrete works is manifested in the following:

reinforcement, quality of materials for concrete, storage conditions;

adjustment of concrete viewing equipment, dosing-measuring devices;

the quality of the concrete mixture during preparation, transportation and unloading;

choosing the right concrete maintenance method, controlling mold removal periods;

In order to carry out such control, it is necessary to organize continuous control over production.

When the quality of concrete is checked, its real strength, frost resistance, waterproofness indicator are determined and relevant conclusions are drawn.

Calculation of labor costs and machine time consumption for the construction and installation of the building of the recreation center near the horse farm located in Urganch district.
number	Basic principles of the SNK ekiKMK	Name of works	Work size		Unit standard consumption		Total consumption
			unit of measure	the amount	man-hour	mash-hour	man-day	mash-smen
			unit of measure	the amount	man-hour	mash-hour	man-day	mash-smen
1	2	3	4	5	6	7	8	9
	E01-02-027-2	Leveling the field	100m²	16,38	0	0,11	0	0,225225
	E01-01-014-4	Digging a trench	100m³	18,3	0	7,09	0	16,21838
	E01-02-057-2	Working the soil in ash	100mxNUMX	0,54	154	0	10,395	0
	E01-01-033-1	Backfill the soil with a bulldozer	100mxNUMX	9,15	0	0,76	0	0,86925
	E01-02-061-2	Re-silvering the soil with ash	100m³	9,15	97,2	0	111,1725	0
	E11-01-013-03	Placing a stone foundation under the foundation	100m²	13,7	28,4	3,3	48,635	5,65125
	E12-02-001-3	Horizontal waterproofing	100m²	13,7	25,5	2,3	43,66875	3,93875
	E08-02-007-1	Reinforcement	tn	20,15	63,73	0,54	160,51994	1,360125
	E06-01-012-1	Installation of the foundation mold	100m²	18,42	95,92	0,44	220,8558	1,0131
	E07-01-011-1	Stand-alone folding t/b fund.installation (glass type)	100 pcs	0,42	483	92,86	25,3575	4,87515
	E06-01-001-20	Cast reinforced concrete foundation construction	100m³	1,638	337,48	22,61	69,09903	4,629398
	E52-01-001-3	Breaking the mold	100mxNUMX	18,42	7,78	0,052	17,91345	0,11973
	E12-02-002-3	Vertical waterproofing	100m²	18,42	20,5	2,29	47,20125	5,272725
	E07-01-011-2	Installation of reinforced concrete pillars	100 pcs	0,42	483	92,86	25,3575	4,87515
	E07-01-011-2	Installation of 1st floor columns	100 pcs	0,42	483	92,86	25,3575	4,87515
	E07-01-020-2	Installation of crossbars	100 pcs	0,12	1130	442,97	16,95	6,64455
	E08-02-001-2	Laying bricks on the 1st floor	м³	576,3	5,26	0,35	378,91725	25,21313
	E07-01-021-1	Bolodar installation	100 pcs	0,74	81,3	36,07	7,52025	3,336475
	E07-05-027-1	media installation	100 pcs	2,61	206	50,18	67,2075	16,37123
	E07-01-047-1	Installation of stair elements	100 pcs	0,05	175	55,44	1,09375	0,3465
	E06-01-035-1	Seismic belt construction	м³	23,9	10,16	0,72	30,353	2,151
	E07-01-011-2	Installation of 2st floor columns	100 pcs	0,24	483	92,86	14,49	2,7858
	E07-01-020-2	Installation of crossbars	100 pcs	0,18	1130	442,97	25,425	9,966825
	E08-02-001-2	Finger typing on the 2nd floor	м³	427,73	5,26	0,35	281,23248	18,71319
	E07-01-021-1	Bolodar installation	100 pcs	0,63	81,3	36,07	6,402375	2,840513
	E07-05-027-1	Oraepma installation	100 pcs	1,56	206	50,18	40,17	9,7851
	E07-01-047-1	Installation of stair elements	100 pcs	0,05	175	55,44	1,09375	0,3465
	E06-01-035-1	Seismic belt construction	м³	21,45	10,16	0,72	27,2415	1,9305
	E07-01-011-2	Installation of 3st floor columns	100 pcs	0,24	483	92,86	14,49	2,7858
	E07-01-020-2	Installation of crossbars	100 pcs	0,18	1130	442,97	25,425	9,966825
	E08-02-001-2	Finger typing on the 3nd floor	м³	366,17	5,26	0,744	240,75678	34,05381
	E07-01-021-1	Bolodar installation	100 pcs	0,34	81,3	36,07	3,45525	1,532975
	E07-05-027-1	Oraepma installation	100 pcs	1,28	206	50,18	32,96	8,0288
	E07-01-047-1	Installation of stair elements	100 pcs	0,03	175	55,44	0,65625	0,2079
	E06-01-035-1	Seismic belt construction	м³	18,31	10,16	0,72	23,2537	1,6479
	E08-02-002-2	To wear a veil	100m²	0,844	112,45	2,26	136,90823	14,21919
	E12-01-015-02	Steam coating on the roof	100m²	2,34	11,41	0,18	42,715367	4,436387
	E12-01-013-02	Build a thermal layer	100m²	2,34	15,03	2,5	3602,3293	374,1353
	E12-01-017-01	Laying a leveling layer	100m²	2,34	27,22	1,94	7,96185	0,56745
	E12-02-001-3	Waterproofing	100m²	2,34	25,5	2,32	7,45875	0,6786
	E10-01-088-1	Build a protective layer	100m²	2,34	3,16	0,19	0,9243	0,055575
	E12-01-007-02	Covering the roof with asbestos cement sheet	100m²	12,66	47,91	1,69	75,817575	2,674425
	E11-01-036-01	Linoleum flooring	100m²	11,867	42,4	0,85	62,8951	1,260869
	E11-01-027-03	Tile flooring	100m²	5,654	119,78	2,94	84,654515	2,077845
	E11-01-014-01	Concrete floor construction	100m²	13,36	30,3	1,12	50,601	1,8704
	E11-01-017-01	Mosaic floor construction	100m²	11,58	144,3	5,48	208,87425	7,9323
	E11-01-033-01	Wooden parquet flooring	100m²	2,16	60,72	4,94	16,3944	1,3338
	E11-01-014-03	Asphalt concrete floor construction	100m²	13,36	15,3	0,502	25,551	0,83834
	E10-01-027-01	Installation of windows	100m²	3,18	188,6	19,31	74,9685	7,675725
	E10-01-039-01	Installation of doors	100m²	2,66	104,28	15,13	34,6731	5,030725
	E15-02-015-5	Plastering the walls	100m²	72,115	74,24	5,02	669,2272	45,25216
	E15-02-001-1	Plastering the raks	100m²	3,786	70,88	3,68	33,54396	1,74156
	E15-02-019-1	Leveling the walls	100m²	72,115	42,18	0,25	380,22634	2,253594
	E15-02-019-2	Leveling the ceilings	100m²	31,188	51,3	0,3	199,99305	1,16955
	E15-04-002-1	Plastering of ceilings with plaster of paris	100m²	31,188	53,9	0,18	210,12915	0,70173
	E15-04-001-2	Painting the walls with glue	100m²	64,91	42,9	0,17	348,07988	1,379338
	E15-04-025-1	Painting the walls with oil	100m²	7,21	58,52	0,9	52,74115	0,811125
	E15-01-019-1	Tiling the walls	100m²	13,63	228	0,86	388,455	1,465225
	E15-05-001-4	Glazing of windows	100m²	3,18	51,08	0,79	20,3043	0,314025
							10526,371	895,5094
		Other jobs (55 -50 %)					5789,5042	492,5302
		Plumbing works (8-12%)					1305,27	111,0432
		Electrical installation work (4-6%)					704,84583	59,96331
		Gas supply (1,2%)					219,9119	18,70855

QUOTATIONODIOT PART

To the technical and economic part of the graduate work

T U S H U N T I R I S H X A T I

"Designing a recreation center building in Otchopar region of Urganch district" in calculating the estimated costs of the graduation qualification work on the topic of Cabinet of Ministers Resolution No. 05.08.2000 of 305 on "Deepening Economic Reforms in Capital Construction", Resolution No. 11.06.2003 of 261 on "Transition to Current Prices in Capital Construction", State Construction of Uzbekistan ShNQ 1.03.01-04 and ShNK 4.13.00 - 05 developed by the committee, the current price catalog of the main building materials for the 2013th quarter of 4, developed by the State Construction Committee of Uzbekistan, was taken as a basis.

The table for calculating the volume of general construction works was used as a basis for calculating the total estimate price of the object.

In this:

The average salary is 4649,37 soums (24% of which includes the cost of social insurance);
The risk factor is 1,0
Additional costs of the contractor — 20,83%
Customer surcharge -5%
Construction facility insurance cost -0%
Transportation costs of transportation of materials compared to the cost of materials — 4%

O B ' E C T N I N G J O R I Y N A R X L A R D A G I B A X O S I
Designing a recreation center building in Otchopar region of Urganch district

number	Name of expenses	Price (in thousand sums)
1	2	3
1	Equipment, furniture and inventory costs	0,000
2	Price of construction materials	1331654,24
6	Basic operating expenses	206583,59
7	Machinery operation costs	82111,56
	It is:	1620349,39
8	Additional costs of the contractor ( 20,83% )	337518,78
9	Customer surcharge 5%	81017,47
10	Facility insurance costs ( 0,32% )	0,00
11	The risk coefficient of the increase in the price of construction materials	1,00
	The total price of the object at current prices (CCS you)	2038885,64
12	KKS — 20%	407777,13
	Total price of the object at current prices (including VAT)	2446662,76

Designing a recreation center building in Otchopar region of Urganch district

BASIS: Working drawings and a table for calculating the size of KMI.
number	Cipher	Name	Unit	Quantity		Smetnaya stoimost, sum
				No ed. Izmerenia	Po proektnym dannym	в текушчем уровне
				No ed. Izmerenia	Po proektnym dannym	nor ed. ism	overall
1	2	3	4	5	6	7	8
	CHAPTER	LAND AFFAIRS
1	E01-02-027-2	LEVELING THE AREA WITH A MECHANISM	1000М2		1,638	62550,13	102457,11
1 .1	258	BULLDOSERY 79 KVT /108 L.S/ PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,67	1,09746	93358,4	102457,11
2	E01-01-004-5	DIGGING A TRENCH WITH AN EXCAVATOR	1000М3		1,83	1436067,62	2628003,74
2 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	12,86	23,5338	4649,37	109417,34
2 .2	2288	EKSKAVATORY ODNOKOVSHOVYE DIZENLYE 0,25 M3 NA PNEVMOKOLESNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	58,76	107,5308	23422	2518586,40
3	E01-02-057-2	WORKING THE SOIL IN ASH	100М3		0,54	716002,98	386641,61
3 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	154	83,16	4649,37	386641,61
4	E01-02-061-2	REDUCE THE SOIL	100М3		9,15	451918,76	4135056,69
4 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	97,2	889,38	4649,37	4135056,69
	CHAPTER	FOUNDATION CONSTRUCTION WORKS
5	E11-01-013-03	CONSTRUCTION OF A BITUMEN-SOFT STONE FOUNDATION	100М2		13,7	995397,89	13636951,07
5 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	28,4	389,08	4649,37	1808976,88
5 .2	464	GUDRONATORY RUChNYE	MASh-Ch	5,1	69,87	567,8	39672,19
5 .3	30118	BITUMEN PETROLEUM DRUG MG I SG	Т	1,24	16,988	499500	8485506,00
5 .4	45050	5-10 mm	M3	1,84	25,208	42000	1058736,00
5 .5	45051	10-20 mm	M3	0,92	12,604	42000	529368,00
5 .6	45052	20-40 mm	M3	2,98	40,826	42000	1714692,00
6	E06-01-001-20	LENTASIMON FOUNDATION CONSTRUCTION	100М3		1,638	22097105,39	36195058,62
6 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	337,48	552,79224	4649,37	2570135,66
6 .2	403	VIBRATOR GLUBINNYY	M-ChAS	16,78	27,48564	1200	32982,77
6 .3	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	166,257	186600	31023556,20
6 .4	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	44,8	73,3824	35000	2568384,00
7	S124-9001	ARMATURE PRICE	Т		20,15	3400000,00	68510000,00
8	E13-11-001-02	VERTICAL WATERPROOFING	M2		1842	17387,27	32027350,79
8 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1,81	3334,02	4649,37	15501092,57
8 .2	3	ZATRATY TRUDA MAKINISTOV	ChEL-Ch	0,11	202,62	0	(0)
8 .3	660	COMPRESSORY PEREDVIJNYE S DVIGATELEM VNUTRENNEGO SGORANIYA DAVLENIEM DO 686 KPA /7 AT/ 5 MZ/MIN	MASh-Ch	0,03	55,26	85585	4729427,10
8 .4	2509	AUTOMOBIL BORTOVOY, GRUZOPODEMNOSTYU DO 5 T	M-ChAS	0,08	147,36	66422	9787945,92
8 .5	9219	WATER	M3	0,05	92,1	320	29472,00
8 .6	12106	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsEMENTNYY M-200	M3	0,001	1,842	114600	211093,20
8 .7	44681	COMPOSITION "REDKON"	KG	0,4	736,8	2400	1768320,00
	CHAPTER	ASSEMBLY WORKS
9	E07-01-001-1	INSTALLATION OF FOUNDATION BLOCKS	100 sht		4,96	30819021,93	152862348,79
9 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	65,2	323,392	4649,37	1503569,06
9 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	22,03	109,2688	86967	9502779,73
9 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	496	286000	141856000,00
10	E07-01-011-1	COLUMN INSTALLATION	100 sht		0,42	36369021,58	15274989,06
10 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	173,88	4649,37	808432,46
10 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	28,224	86967	2454556,61
10 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	42	286000	12012000,00
11	E07-01-020-1	RIGLE INSTALLATION	100 sht		0,12	38791081,86	4654929,82
11 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	129,6	4649,37	602558,35
11 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	0,9576	86967	83279,60
11 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	34,896	2357	82249,87
11 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,0744	5550000	412920,00
11 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	1,644	25500	41922,00
11 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	12	286000	3432000,00
12	E07-05-011-2	ORAEPMA INSTALLATION	100 sht		1,81	35385128,92	64047083,35
12 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	526,71	4649,37	2448869,67
12 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	90,7896	86967	7895699,14
12 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	6,8961	280813	1936514,53
12 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	181	286000	51766000,00
13	E08-02-001-1	BRICKING ON THE 1ST FLOOR WALL	M3		576,3	168162,60	96912105,23
13 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	3112,02	4649,37	14468932,43
13 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	227,0622	280000	63577416,00
13 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	138,312	136400	18865756,80
14	E07-01-021-1	BOLODOR INSTALLATION	100 sht		0,74	32126253,86	23773427,86
14 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	60,162	4649,37	279715,40
14 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	26,5216	86967	2306503,99
14 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,1702	136360	23208,47
14 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	74	286000	21164000,00
15	E07-01-011-1	COLUMN INSTALLATION	100 sht		0,32	36369021,58	11638086,91
15 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	132,48	4649,37	615948,54
15 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	21,504	86967	1870138,37
15 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	32	286000	9152000,00
16	E07-01-020-1	RIGLE INSTALLATION	100 sht		0,32	38791081,86	12413146,20
16 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	345,6	4649,37	1606822,27
16 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	2,5536	86967	222078,93
16 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	93,056	2357	219332,99
16 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1984	5550000	1101120,00
16 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	4,384	25500	111792,00
16 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	32	286000	9152000,00
17	E07-05-011-2	1ST FLOOR ORAEPMA INSTALLATION	100 sht		2,61	35385128,92	92355186,48
17 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	759,51	4649,37	3531243,01
17 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	130,9176	86967	11385510,92
17 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	9,9441	280813	2792432,55
17 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	261	286000	74646000,00
18	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 1ST FLOOR	100М3		0,239	70767766,29	16913496,14
18 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	242,88614	4649,37	1129267,53
18 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,20076	86967	17459,49
18 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	49,77175	2357	117312,01
18 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,05975	5250000	313687,50
18 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,9875	3400000	10157500,00
18 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	24,2585	186600	4526636,10
18 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	18,6181	35000	651633,50
19	E07-01-047-1	INSTALLATION OF STAIR ELEMENTS	100 sht		0,05	34157689,60	1707884,48
19 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	175	8,75	4649,37	40681,99
19 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	54,55	2,7275	86967	237202,49
19 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	5	286000	1430000,00
20	E08-02-001-1	BRICKING ON THE 2ST FLOOR WALL	M3		427,73	168162,60	71928188,04
20 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	2309,742	4649,37	10738845,16
20 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	168,52562	280000	47187173,60
20 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	102,6552	136400	14002169,28
21	E07-01-011-1	INSTALLING A COLUMN ON THE 2ND FLOOR	100 sht		0,24	36369021,58	8728565,18
21 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	99,36	4649,37	461961,40
21 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	16,128	86967	1402603,78
21 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	24	286000	6864000,00
22	E07-01-020-1	2ND FLOOR INSTALLATION OF RIGEL	100 sht		0,18	38791081,86	6982394,73
22 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	194,4	4649,37	903837,53
22 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	1,4364	86967	124919,40
22 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	52,344	2357	123374,81
22 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1116	5550000	619380,00
22 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	2,466	25500	62883,00
22 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	18	286000	5148000,00
23	E07-01-021-1	2ND FLOOR STAIRCASE INSTALLATION	100 sht		0,63	32126253,86	20239539,93
23 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	51,219	4649,37	238136,08
23 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	22,5792	86967	1963645,29
23 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,1449	136360	19758,56
23 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	63	286000	18018000,00
24	E07-05-011-2	2ST FLOOR ORAEPMA INSTALLATION	100 sht		1,56	35385128,92	55200801,12
24 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	453,96	4649,37	2110628,01
24 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	78,2496	86967	6805132,96
24 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	5,9436	280813	1669040,15
24 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	156	286000	44616000,00
25	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 2ST FLOOR	100М3		0,2145	70767766,29	15179685,87
25 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	217,98777	4649,37	1013505,80
25 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,18018	86967	15669,71
25 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	44,669625	2357	105286,31
25 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,053625	5250000	281531,25
25 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,68125	3400000	9116250,00
25 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	21,77175	186600	4062608,55
25 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	16,70955	35000	584834,25
26	E08-02-001-1	BRICKING ON THE 3ST FLOOR WALL	M3		366,17	168162,60	61576098,51
26 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	1977,318	4649,37	9193282,99
26 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	144,27098	280000	40395874,40
26 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	87,8808	136400	11986941,12
27	E07-01-011-1	INSTALLING A COLUMN ON THE 3ND FLOOR	100 sht		0,24	36369021,58	8728565,18
27 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	99,36	4649,37	461961,40
27 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	16,128	86967	1402603,78
27 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	24	286000	6864000,00
28	E07-01-020-1	3ND FLOOR INSTALLATION OF RIGEL	100 sht		0,18	38791081,86	6982394,73
28 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	194,4	4649,37	903837,53
28 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	1,4364	86967	124919,40
28 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	52,344	2357	123374,81
28 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1116	5550000	619380,00
28 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	2,466	25500	62883,00
28 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	18	286000	5148000,00
29	E07-01-021-1	3ND FLOOR STAIRCASE INSTALLATION	100 sht		0,34	32126253,86	10922926,31
29 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	27,642	4649,37	128517,89
29 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	12,1856	86967	1059745,08
29 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,0782	136360	10663,35
29 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	34	286000	9724000,00
30	E07-05-011-2	3ST FLOOR ORAEPMA INSTALLATION	100 sht		1,28	35385128,92	45292965,02
30 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	372,48	4649,37	1731797,34
30 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	64,2048	86967	5583698,84
30 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	4,8768	280813	1369468,84
30 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	128	286000	36608000,00
31	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 3ST FLOOR	100М3		0,1831	70767766,29	12957578,01
31 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	186,077206	4649,37	865141,78
31 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,153804	86967	13375,87
31 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	38,130575	2357	89873,77
31 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,045775	5250000	240318,75
31 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,28875	3400000	7781750,00
31 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	18,58465	186600	3467895,69
31 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	14,26349	35000	499222,15
32	E08-02-002-1	CONSTRUCTION OF PARDEVOR	100М2		0,844	1616707,82	1364501,40
32 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	146,32	123,49408	4649,37	574169,67
32 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	2,94	2,48136	280000	694780,80
32 .3	45033	RASTVOR GOTOVYY KLADOChNYY (SOSTAV I MARKA PO PROEKTU)	M3	0,83	0,70052	136400	95550,93
33	E06-01-030-1	INSTALLATION OF CONCRETE FURNITURE	100М3		0,1125	46823457,33	5267638,95
33 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	2951,2	332,01	4649,37	1543637,33
33 .2	403	VIBRATOR GLUBINNYY	M-ChAS	147,56	16,6005	1200	19920,60
33 .3	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,77	0,086625	86967	7533,52
33 .4	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	102	11,475	186600	2141235,00
33 .5	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	395	44,4375	35000	1555312,50
34	E07-05-022-10	INSTALLATION OF 2ND FLOOR PANEL WALLS	100 sht		0,16	50194641,01	8031142,56
34 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	814	130,24	4649,37	605533,95
34 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	199,82	31,9712	86967	2780439,35
34 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	49,77	7,9632	2357	18769,26
34 .4	35326	ELECTRODE D 6 MM E42	Т	0,06	0,0096	5250000	50400,00
34 .5	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	16	286000	4576000,00
35	E07-05-022-10	INSTALLATION OF 3ND FLOOR PANEL WALLS	100 sht		0,12	50194641,01	6023356,92
35 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	814	97,68	4649,37	454150,46
35 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	199,82	23,9784	86967	2085329,51
35 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	49,77	5,9724	2357	14076,95
35 .4	35326	ELECTRODE D 6 MM E42	Т	0,06	0,0072	5250000	37800,00
35 .5	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	12	286000	3432000,00
36	E07-01-047-1	2ND FLOOR STAIRCASE ELEMENTS INSTALLATION	100 sht		0,03	34157689,60	1024730,69
36 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	175	5,25	4649,37	24409,19
36 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	54,55	1,6365	86967	142321,50
36 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	3	286000	858000,00
	CHAPTER	ROOF WORKS
37	E12-01-015-01	STEAM LAYER CONSTRUCTION	100М2		2,34	442385,14	1035181,22
37 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	17,51	40,9734	4649,37	190500,50
37 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,07	0,1638	86967	14245,19
37 .3	913	KOTLY BITUMNYE PEREDVIJNYE 400L	MASh-Ch	1,81	4,2354	33758	142978,63
37 .4	30107	BITUMY NEFTYANYE STROITELNYE KROVELNYE MARKI BNK-45/180	Т	0,025	0,0585	751400	43956,90
37 .5	31907	RUBEROID KROVELNYY S PYLEVIDNOY POSYPKOY RKP-350B	M2	110	257,4	2500	643500,00
38	E12-01-014-02	CONSTRUCTION OF THE HEAT INSULATION LAYER FROM CERAMZITE	1М3		39,8	114180,12	4544368,97
38 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	3,04	120,992	4649,37	562536,58
38 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,12	4,776	86967	415354,39
38 .3	45045	GRAVIY KERAMZITOVYY	M3	1,03	40,994	87000	3566478,00
39	E12-01-017-01	CONSTRUCTION OF CEMENT PLASTER LAYER	100М2		2,34	394385,41	922861,86
39 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	27,22	63,6948	4649,37	296140,69
39 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,68	1,5912	86967	138381,89
39 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	1,53	3,5802	136400	488339,28
40	E12-03-002-1	CONSTRUCTION OF WATERPROOFING LAYER	100 m2		2,34	486860,20	1139252,87
40 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	61,6	144,144	4649,37	670178,79
40 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,03	0,0702	86967	6105,08
40 .3	41976	MASTIC SEALING SOFT	KG	9	21,06	650	13689,00
40 .4	44259	MATERIALY RULONNYE KROVELNYE	M2	128	299,52	1500	449280,00
41	E12-01-015-01	STEAM LAYER CONSTRUCTION	100М2		12,2	442385,14	5397098,69
41 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	17,51	213,622	4649,37	993207,72
41 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,07	0,854	86967	74269,82
41 .3	913	KOTLY BITUMNYE PEREDVIJNYE 400L	MASh-Ch	1,81	22,082	33758	745444,16
41 .4	30107	BITUMY NEFTYANYE STROITELNYE KROVELNYE MARKI BNK-45/180	Т	0,025	0,305	751400	229177,00
41 .5	31907	RUBEROID KROVELNYY S PYLEVIDNOY POSYPKOY RKP-350B	M2	110	1342	2500	3355000,00
42	E12-01-014-02	CONSTRUCTION OF THE HEAT INSULATION LAYER FROM CERAMZITE	1М3		207,4	114180,12	23680957,88
42 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	3,04	630,496	4649,37	2931409,19
42 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,12	24,888	86967	2164434,70
42 .3	45045	GRAVIY KERAMZITOVYY	M3	1,03	213,622	87000	18585114,00
43	E12-03-001-01	CONSTRUCTION OF AN ATTIC ROOF FROM METALLOCHEREPITS	100М2		12,66	4092867,61	51815703,99
43 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	94,01	1190,1666	4649,37	5533524,89
43 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,5	6,33	86967	550501,11
43 .3	1523	PILA DISKOVAYA ELECTRIChESKAYA	M-ChAS	0,06	0,7596	1614	1225,99
43 .4	31933	METALLOChEREPITsA IZ SPETsIALNOGO SPLAVA S ZAshchITNYM SLOEM IZ Tsvetnogo POLYESTERA TOLshchINOY 25 MK	M2	129	1633,14	22000	35929080,00
43 .5	57928	OBRESHETKA IZ BRUSKOV 50X50 MM	M3	0,79	10,0014	980000	9801372,00
	CHAPTER	FLOOR WORKS
44	E11-01-027-02	CERAMIC TILE FLOOR	100М2		5,654	3488221,54	19722404,58
44 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	119,78	677,23612	4649,37	3148721,30
44 .2	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	1,3	7,3502	136400	1002567,28
44 .3	45410	PLITKI KERAMIChESKIE DLYa POLOV GLADKIE NEGLAZUROVANNYE MNOGOTsVETNYE KVADRATNYE I PRYaMOUGOLNYE	M2	102	576,708	27000	15571116,00
45	E11-01-015-01	CONCRETE FLOOR CONSTRUCTION	100М2		13,36	799475,07	10680986,92
45 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	40,43	540,1448	4649,37	2511333,03
45 .2	404	VIBRATOR POVERKHNOSTNYY	M-ChAS	3,96	52,9056	1200	63486,72
45 .3	45024	CONCRETE TYaJELYY	M3	3,06	40,8816	198284	8106167,17
46	E11-01-019-01	CONSTRUCTION OF ASPHALT CONCRETE FLOOR	100М2		13,36	169399,47	2263176,90
46 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	26,24	350,5664	4649,37	1629912,90
46 .2	6054	ASPHALT LITOY DLYA POKRYTIY TROTUAROV	M3	2,55	34,068	1000	34068,00
46 .3	31441	PRIMER BITUMINOUS	Т	0,069	0,92184	650000	599196,00
47	E11-01-017-01	MOSAIC FLOORING	100М2		11,58	3961520,09	45874402,65
47 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	144,3	1670,994	4649,37	7769069,37
47 .2	16067	KUSKI MARMORNYX PLIT	M2	80	926,4	37000	34276800,00
47 .3	45030	RASTVOR DECORATIVNYY (С KAMENNOY KROShKOY)	M3	0,77	8,9166	68000	606328,80
47 .4	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	2,04	23,6232	136400	3222204,48
48	E11-01-033-01	WOODEN FLOOR CONSTRUCTION	100М2		2,16	3926191,23	8480573,05
48 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	60,72	131,1552	4649,37	609789,05
48 .2	1523	PILA DISKOVAYA ELECTRIChESKAYA	M-ChAS	0,82	1,7712	1614	2858,72
48 .3	30407	GVOZDI STROITELNYE	Т	0,0123	0,026568	3460000	91925,28
48 .4	44101	DOSKI DLYa POKRYTIYa POLOV SO ShPUNTOM I GREBNEM ANTISEPTIROVANNYE	M3	2,88	6,2208	1250000	7776000,00
49	E11-01-036-01	LINOLEUM FLOORING	100М2		11,867	1847133,29	21919930,73
49 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	42,4	503,1608	4649,37	2339380,73
49 .2	31688	CLAY BUSTILAT	Т	0,05	0,59335	2400000	1424040,00
49 .3	32035	LINOLEUM NA TEPLOZVUKOIZOLIRUYUSCHEY PODOSNOVE	M2	102	1210,434	15000	18156510,00
	CHAPTER	DOOR AND WINDOW CONSTRUCTION WORKS
50	E10-01-034-1	INSTALLATION OF WINDOW /AKFA/ BLOCKS	100 m2		3,18	20104280,23	63931611,12
50 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	170,75	542,985	4649,37	2524538,17
50 .2	2209	SCREWDRIVER	M-ChAS	9,81	31,1958	230	7175,03
50 .3	2875	PERFORATORY ELECTRIChESKIE	M-ChAS	15,12	48,0816	1200	57697,92
50 .4	30861	FOAM MOUNTING (HERMETIC FOAM POLYURETHANO-VYY TYPE MACROFLEX, SOUDAL) DLYA HERMETIZATSII STYKOV V BALLONCHIKE EMKOSTYU 0,75 L.	PC	92	292,56	7500	2194200,00
50 .5	30884	BLOCK OKONNYE PLASTIKOVYE	M2	100	318	186000	59148000,00
51	E10-01-047-1	INSTALLATION OF DOOR /AKFA/ BLOCKS	100 m2		2,66	25504234,67	67841264,22
51 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	201	534,66	4649,37	2485832,16
51 .2	2209	SCREWDRIVER	M-ChAS	20,91	55,6206	230	12792,74
51 .3	2875	PERFORATORY ELECTRIChESKIE	M-ChAS	32,21	85,6786	1200	102814,32
51 .4	30861	FOAM MOUNTING (HERMETIC FOAM POLYURETHANO-VYY TYPE MACROFLEX, SOUDAL) DLYA HERMETIZATSII STYKOV V BALLONCHIKE EMKOSTYU 0,75 L.	PC	123,5	328,51	7500	2463825,00
51 .5	30883	BLOKI DVERNYE VHODNYE PLASTIKOVYE	M2	100	266	236000	62776000,00
	CHAPTER	BEAUTIFUL WORKS
52	E15-02-016-1	PLASTERING THE DEOR	100М2		72,115	539669,50	38918265,85
52 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	75,4	5437,471	4649,37	25280814,54
52 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	1,51	108,89365	114600	12479212,29
52 .3	30654	GIPSOVYE VYaJUshchIE G-3	Т	0,006	0,43269	230000	99518,70
52 .4	33205	SETKA PROVOLOChNAYa TKANAya S QUADRATNYMI YACHEYKAMI GRUPPY 2 BEZ POKRYTIYa IZ NIZKOUGLERODISTOY PROVOLOKI	M2	2,77	199,75855	5300	1058720,32
53	E15-02-031-1	WASHING THE ROHS	100М2		3,786	1545255,54	5850337,48
53 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	204,06	772,57116	4649,37	3591969,17
53 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	0,1	0,3786	114600	43387,56
53 .3	12147	RASTVOR OTDELOChNYY TYaJELYY IZVESTKOVYY 1:2,5	M3	4,3	16,2798	136057	2214980,75
54	E15-02-019-5	LEVELING THE WALL SURFACE	100М2		72,115	1543698,14	111323791,42
54 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	91,84	6623,0416	4649,37	30792970,92
54 .2	45036	SMES RASTVORNAYA SUKHAYA	Т	1,718	123,89357	650000	80530820,50
55	E15-02-019-1	LEVELING OF CEILINGS	100М2		31,188	264870,43	8260778,86
55 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	42,18	1315,50984	4649,37	6116291,98
55 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	0,6	18,7128	114600	2144486,88
56	E15-04-005-2	PAINTING THE CEILING WITH WATERPROOFING	100М2		31,188	147556,33	4601986,75
56 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	16,94	528,32472	4649,37	2456377,10
56 .2	31054	KRASKI VODOEMULSIONNYE	Т	0,057	1,777716	1200000	2133259,20
56 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,33	10,29204	1200	12350,45
57	E15-04-005-1	PAINTING THE WALL WITH WATER-EMULSION	100М2		64,91	133337,44	8654933,01
57 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	15,18	985,3338	4649,37	4581181,41
57 .2	31054	KRASKI VODOEMULSIONNYE	Т	0,052	3,37532	1200000	4050384,00
57 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,3	19,473	1200	23367,60
58	E15-04-024-1	PAINTING THE WALL WITH OIL PAINT	100М2		7,21	245260,83	1768330,57
58 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	28,05	202,2405	4649,37	940290,91
58 .2	31066	KRASKI MASLYaNYE TsVETNYE DLYa VNUTRENNIH RABOT MA-011	Т	0,027	0,19467	4250000	827347,50
58 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,08	0,5768	1200	692,16
59	E15-01-019-1	TILE ON THE WALL	100М2		13,63	3931956,36	53592565,19
59 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	228	3107,64	4649,37	14448568,19
59 .2	12135	RASTVOR OTDELOChNYY TYaJELYY TsEMENTNYY 1:3	M3	1,5	20,445	114600	2342997,00
59 .3	44356	PLITKI RYADOVYE	M2	100	1363	27000	36801000,00
60	E15-05-001-1	GLAZING OF WINDOWS	100М2		3,18	3741313,10	11897375,64
60 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	45,88	145,8984	4649,37	678335,64
60 .2	33133	STEKLO OKONNOE	M2	147	467,46	24000	11219040,00
		TOTAL COSTS:	Sum				1570723417,56

Designing a recreation center building in Otchopar region of Urganch district

BASIS: Working drawings and a table for calculating the size of KMI.
number	Cipher	Name	Unit	Quantity		Smetnaya stoimost, sum
				No ed. Izmerenia	Po proektnym dannym	в текушчем уровне
				No ed. Izmerenia	Po proektnym dannym	nor ed. ism	overall
1	2	3	4	5	6	7	8
	CHAPTER	LAND AFFAIRS
1	E01-02-027-2	LEVELING THE AREA WITH A MECHANISM	1000М2		1,638	62550,13	102457,11
1 .1	258	BULLDOSERY 79 KVT /108 L.S/ PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,67	1,09746	93358,4	102457,11
2	E01-01-004-5	DIGGING A TRENCH WITH AN EXCAVATOR	1000М3		1,83	1436067,62	2628003,74
2 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	12,86	23,5338	4649,37	109417,34
2 .2	2288	EKSKAVATORY ODNOKOVSHOVYE DIZENLYE 0,25 M3 NA PNEVMOKOLESNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	58,76	107,5308	23422	2518586,40
3	E01-02-057-2	WORKING THE SOIL IN ASH	100М3		0,54	716002,98	386641,61
3 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	154	83,16	4649,37	386641,61
4	E01-02-061-2	REDUCE THE SOIL	100М3		9,15	451918,76	4135056,69
4 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	97,2	889,38	4649,37	4135056,69
	CHAPTER	FOUNDATION CONSTRUCTION WORKS
5	E11-01-013-03	CONSTRUCTION OF A BITUMEN-SOFT STONE FOUNDATION	100М2		13,7	995397,89	13636951,07
5 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	28,4	389,08	4649,37	1808976,88
5 .2	464	GUDRONATORY RUChNYE	MASh-Ch	5,1	69,87	567,8	39672,19
5 .3	30118	BITUMEN PETROLEUM DRUG MG I SG	Т	1,24	16,988	499500	8485506,00
5 .4	45050	5-10 mm	M3	1,84	25,208	42000	1058736,00
5 .5	45051	10-20 mm	M3	0,92	12,604	42000	529368,00
5 .6	45052	20-40 mm	M3	2,98	40,826	42000	1714692,00
6	E06-01-001-20	LENTASIMON FOUNDATION CONSTRUCTION	100М3		1,638	22097105,39	36195058,62
6 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	337,48	552,79224	4649,37	2570135,66
6 .2	403	VIBRATOR GLUBINNYY	M-ChAS	16,78	27,48564	1200	32982,77
6 .3	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	166,257	186600	31023556,20
6 .4	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	44,8	73,3824	35000	2568384,00
7	S124-9001	ARMATURE PRICE	Т		20,15	3400000,00	68510000,00
8	E13-11-001-02	VERTICAL WATERPROOFING	M2		1842	17387,27	32027350,79
8 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1,81	3334,02	4649,37	15501092,57
8 .2	3	ZATRATY TRUDA MAKINISTOV	ChEL-Ch	0,11	202,62	0	(0)
8 .3	660	COMPRESSORY PEREDVIJNYE S DVIGATELEM VNUTRENNEGO SGORANIYA DAVLENIEM DO 686 KPA /7 AT/ 5 MZ/MIN	MASh-Ch	0,03	55,26	85585	4729427,10
8 .4	2509	AUTOMOBIL BORTOVOY, GRUZOPODEMNOSTYU DO 5 T	M-ChAS	0,08	147,36	66422	9787945,92
8 .5	9219	WATER	M3	0,05	92,1	320	29472,00
8 .6	12106	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsEMENTNYY M-200	M3	0,001	1,842	114600	211093,20
8 .7	44681	COMPOSITION "REDKON"	KG	0,4	736,8	2400	1768320,00
	CHAPTER	ASSEMBLY WORKS
9	E07-01-001-1	INSTALLATION OF FOUNDATION BLOCKS	100 sht		4,96	30819021,93	152862348,79
9 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	65,2	323,392	4649,37	1503569,06
9 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	22,03	109,2688	86967	9502779,73
9 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	496	286000	141856000,00
10	E07-01-011-1	COLUMN INSTALLATION	100 sht		0,42	36369021,58	15274989,06
10 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	173,88	4649,37	808432,46
10 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	28,224	86967	2454556,61
10 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	42	286000	12012000,00
11	E07-01-020-1	RIGLE INSTALLATION	100 sht		0,12	38791081,86	4654929,82
11 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	129,6	4649,37	602558,35
11 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	0,9576	86967	83279,60
11 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	34,896	2357	82249,87
11 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,0744	5550000	412920,00
11 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	1,644	25500	41922,00
11 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	12	286000	3432000,00
12	E07-05-011-2	ORAEPMA INSTALLATION	100 sht		1,81	35385128,92	64047083,35
12 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	526,71	4649,37	2448869,67
12 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	90,7896	86967	7895699,14
12 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	6,8961	280813	1936514,53
12 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	181	286000	51766000,00
13	E08-02-001-1	BRICKING ON THE 1ST FLOOR WALL	M3		576,3	168162,60	96912105,23
13 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	3112,02	4649,37	14468932,43
13 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	227,0622	280000	63577416,00
13 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	138,312	136400	18865756,80
14	E07-01-021-1	BOLODOR INSTALLATION	100 sht		0,74	32126253,86	23773427,86
14 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	60,162	4649,37	279715,40
14 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	26,5216	86967	2306503,99
14 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,1702	136360	23208,47
14 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	74	286000	21164000,00
15	E07-01-011-1	COLUMN INSTALLATION	100 sht		0,32	36369021,58	11638086,91
15 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	132,48	4649,37	615948,54
15 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	21,504	86967	1870138,37
15 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	32	286000	9152000,00
16	E07-01-020-1	RIGLE INSTALLATION	100 sht		0,32	38791081,86	12413146,20
16 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	345,6	4649,37	1606822,27
16 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	2,5536	86967	222078,93
16 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	93,056	2357	219332,99
16 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1984	5550000	1101120,00
16 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	4,384	25500	111792,00
16 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	32	286000	9152000,00
17	E07-05-011-2	1ST FLOOR ORAEPMA INSTALLATION	100 sht		2,61	35385128,92	92355186,48
17 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	759,51	4649,37	3531243,01
17 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	130,9176	86967	11385510,92
17 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	9,9441	280813	2792432,55
17 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	261	286000	74646000,00
18	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 1ST FLOOR	100М3		0,239	70767766,29	16913496,14
18 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	242,88614	4649,37	1129267,53
18 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,20076	86967	17459,49
18 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	49,77175	2357	117312,01
18 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,05975	5250000	313687,50
18 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,9875	3400000	10157500,00
18 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	24,2585	186600	4526636,10
18 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	18,6181	35000	651633,50
19	E07-01-047-1	INSTALLATION OF STAIR ELEMENTS	100 sht		0,05	34157689,60	1707884,48
19 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	175	8,75	4649,37	40681,99
19 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	54,55	2,7275	86967	237202,49
19 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	5	286000	1430000,00
20	E08-02-001-1	BRICKING ON THE 2ST FLOOR WALL	M3		427,73	168162,60	71928188,04
20 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	2309,742	4649,37	10738845,16
20 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	168,52562	280000	47187173,60
20 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	102,6552	136400	14002169,28
21	E07-01-011-1	INSTALLING A COLUMN ON THE 2ND FLOOR	100 sht		0,24	36369021,58	8728565,18
21 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	99,36	4649,37	461961,40
21 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	16,128	86967	1402603,78
21 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	24	286000	6864000,00
22	E07-01-020-1	2ND FLOOR INSTALLATION OF RIGEL	100 sht		0,18	38791081,86	6982394,73
22 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	194,4	4649,37	903837,53
22 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	1,4364	86967	124919,40
22 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	52,344	2357	123374,81
22 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1116	5550000	619380,00
22 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	2,466	25500	62883,00
22 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	18	286000	5148000,00
23	E07-01-021-1	2ND FLOOR STAIRCASE INSTALLATION	100 sht		0,63	32126253,86	20239539,93
23 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	51,219	4649,37	238136,08
23 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	22,5792	86967	1963645,29
23 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,1449	136360	19758,56
23 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	63	286000	18018000,00
24	E07-05-011-2	2ST FLOOR ORAEPMA INSTALLATION	100 sht		1,56	35385128,92	55200801,12
24 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	453,96	4649,37	2110628,01
24 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	78,2496	86967	6805132,96
24 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	5,9436	280813	1669040,15
24 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	156	286000	44616000,00
25	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 2ST FLOOR	100М3		0,2145	70767766,29	15179685,87
25 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	217,98777	4649,37	1013505,80
25 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,18018	86967	15669,71
25 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	44,669625	2357	105286,31
25 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,053625	5250000	281531,25
25 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,68125	3400000	9116250,00
25 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	21,77175	186600	4062608,55
25 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	16,70955	35000	584834,25
26	E08-02-001-1	BRICKING ON THE 3ST FLOOR WALL	M3		366,17	168162,60	61576098,51
26 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	5,4	1977,318	4649,37	9193282,99
26 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	0,394	144,27098	280000	40395874,40
26 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	0,24	87,8808	136400	11986941,12
27	E07-01-011-1	INSTALLING A COLUMN ON THE 3ND FLOOR	100 sht		0,24	36369021,58	8728565,18
27 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	414	99,36	4649,37	461961,40
27 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	67,2	16,128	86967	1402603,78
27 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	24	286000	6864000,00
28	E07-01-020-1	3ND FLOOR INSTALLATION OF RIGEL	100 sht		0,18	38791081,86	6982394,73
28 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1080	194,4	4649,37	903837,53
28 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	7,98	1,4364	86967	124919,40
28 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	290,8	52,344	2357	123374,81
28 .4	35314	ELECTRODE D 4 MM: E50	Т	0,62	0,1116	5550000	619380,00
28 .5	44910	shchITY IZ DOSOK TOLshchINOY 25 MM	M2	13,7	2,466	25500	62883,00
28 .6	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	18	286000	5148000,00
29	E07-01-021-1	3ND FLOOR STAIRCASE INSTALLATION	100 sht		0,34	32126253,86	10922926,31
29 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	81,3	27,642	4649,37	128517,89
29 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	35,84	12,1856	86967	1059745,08
29 .3	12224	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 50	M3	0,23	0,0782	136360	10663,35
29 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	34	286000	9724000,00
30	E07-05-011-2	3ST FLOOR ORAEPMA INSTALLATION	100 sht		1,28	35385128,92	45292965,02
30 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	291	372,48	4649,37	1731797,34
30 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	50,16	64,2048	86967	5583698,84
30 .3	12226	RASTVOR GOTOVYY KLADOChNYY Tsementnyy, MARK 100	MOH	3,81	4,8768	280813	1369468,84
30 .4	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	128	286000	36608000,00
31	E06-01-035-1	CONSTRUCTION OF A SEISMIC BELT ON THE 3ST FLOOR	100М3		0,1831	70767766,29	12957578,01
31 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	1016,26	186,077206	4649,37	865141,78
31 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,84	0,153804	86967	13375,87
31 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	208,25	38,130575	2357	89873,77
31 .4	35310	ELECTRODE D 4 MM: E42	Т	0,25	0,045775	5250000	240318,75
31 .5	44011	GORYaChEKATANNAYa ARMATURNAYa STAL GLADKAYa CLASS A-1	Т	12,5	2,28875	3400000	7781750,00
31 .6	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	101,5	18,58465	186600	3467895,69
31 .7	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	77,9	14,26349	35000	499222,15
32	E08-02-002-1	CONSTRUCTION OF PARDEVOR	100М2		0,844	1616707,82	1364501,40
32 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	146,32	123,49408	4649,37	574169,67
32 .2	10411	BRICK CERAMIC, SILICATE, PUSTOTELY RAZMEROM__________MARKA PO PROJECT	1000 sht	2,94	2,48136	280000	694780,80
32 .3	45033	RASTVOR GOTOVYY KLADOChNYY (SOSTAV I MARKA PO PROEKTU)	M3	0,83	0,70052	136400	95550,93
33	E06-01-030-1	INSTALLATION OF CONCRETE FURNITURE	100М3		0,1125	46823457,33	5267638,95
33 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	2951,2	332,01	4649,37	1543637,33
33 .2	403	VIBRATOR GLUBINNYY	M-ChAS	147,56	16,6005	1200	19920,60
33 .3	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,77	0,086625	86967	7533,52
33 .4	45023	CONCRETE TYaJELYY, CLASS V 22,5 (M300)	M3	102	11,475	186600	2141235,00
33 .5	51619	ShchITY IZ DOSOK TOLshchINA 25 MM	M2	395	44,4375	35000	1555312,50
34	E07-05-022-10	INSTALLATION OF 2ND FLOOR PANEL WALLS	100 sht		0,16	50194641,01	8031142,56
34 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	814	130,24	4649,37	605533,95
34 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	199,82	31,9712	86967	2780439,35
34 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	49,77	7,9632	2357	18769,26
34 .4	35326	ELECTRODE D 6 MM E42	Т	0,06	0,0096	5250000	50400,00
34 .5	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	16	286000	4576000,00
35	E07-05-022-10	INSTALLATION OF 3ND FLOOR PANEL WALLS	100 sht		0,12	50194641,01	6023356,92
35 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	814	97,68	4649,37	454150,46
35 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	199,82	23,9784	86967	2085329,51
35 .3	2016	USTANOVKI DLYA RUCHNOY DUGOVOY SWARKI /POSTOYaNNOGO TOKA/	MASh-Ch	49,77	5,9724	2357	14076,95
35 .4	35326	ELECTRODE D 6 MM E42	Т	0,06	0,0072	5250000	37800,00
35 .5	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	12	286000	3432000,00
36	E07-01-047-1	2ND FLOOR STAIRCASE ELEMENTS INSTALLATION	100 sht		0,03	34157689,60	1024730,69
36 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	175	5,25	4649,37	24409,19
36 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	54,55	1,6365	86967	142321,50
36 .3	45064	KONSTRUKTSII SBORNYE JELEZOBETONNYE	PC	100	3	286000	858000,00
	CHAPTER	ROOF WORKS
37	E12-01-015-01	STEAM LAYER CONSTRUCTION	100М2		2,34	442385,14	1035181,22
37 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	17,51	40,9734	4649,37	190500,50
37 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,07	0,1638	86967	14245,19
37 .3	913	KOTLY BITUMNYE PEREDVIJNYE 400L	MASh-Ch	1,81	4,2354	33758	142978,63
37 .4	30107	BITUMY NEFTYANYE STROITELNYE KROVELNYE MARKI BNK-45/180	Т	0,025	0,0585	751400	43956,90
37 .5	31907	RUBEROID KROVELNYY S PYLEVIDNOY POSYPKOY RKP-350B	M2	110	257,4	2500	643500,00
38	E12-01-014-02	CONSTRUCTION OF THE HEAT INSULATION LAYER FROM CERAMZITE	1М3		39,8	114180,12	4544368,97
38 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	3,04	120,992	4649,37	562536,58
38 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,12	4,776	86967	415354,39
38 .3	45045	GRAVIY KERAMZITOVYY	M3	1,03	40,994	87000	3566478,00
39	E12-01-017-01	CONSTRUCTION OF CEMENT PLASTER LAYER	100М2		2,34	394385,41	922861,86
39 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	27,22	63,6948	4649,37	296140,69
39 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,68	1,5912	86967	138381,89
39 .3	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	1,53	3,5802	136400	488339,28
40	E12-03-002-1	CONSTRUCTION OF WATERPROOFING LAYER	100 m2		2,34	486860,20	1139252,87
40 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	61,6	144,144	4649,37	670178,79
40 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,03	0,0702	86967	6105,08
40 .3	41976	MASTIC SEALING SOFT	KG	9	21,06	650	13689,00
40 .4	44259	MATERIALY RULONNYE KROVELNYE	M2	128	299,52	1500	449280,00
41	E12-01-015-01	STEAM LAYER CONSTRUCTION	100М2		12,2	442385,14	5397098,69
41 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	17,51	213,622	4649,37	993207,72
41 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,07	0,854	86967	74269,82
41 .3	913	KOTLY BITUMNYE PEREDVIJNYE 400L	MASh-Ch	1,81	22,082	33758	745444,16
41 .4	30107	BITUMY NEFTYANYE STROITELNYE KROVELNYE MARKI BNK-45/180	Т	0,025	0,305	751400	229177,00
41 .5	31907	RUBEROID KROVELNYY S PYLEVIDNOY POSYPKOY RKP-350B	M2	110	1342	2500	3355000,00
42	E12-01-014-02	CONSTRUCTION OF THE HEAT INSULATION LAYER FROM CERAMZITE	1М3		207,4	114180,12	23680957,88
42 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	3,04	630,496	4649,37	2931409,19
42 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,12	24,888	86967	2164434,70
42 .3	45045	GRAVIY KERAMZITOVYY	M3	1,03	213,622	87000	18585114,00
43	E12-03-001-01	CONSTRUCTION OF AN ATTIC ROOF FROM METALLOCHEREPITS	100М2		12,66	4092867,61	51815703,99
43 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	94,01	1190,1666	4649,37	5533524,89
43 .2	762	KRANY 10 T NA AUTOMOBILNOM KHODU PRI RABOTE NA DRUGIX VIDAX STROITELSTVA	MASh-Ch	0,5	6,33	86967	550501,11
43 .3	1523	PILA DISKOVAYA ELECTRIChESKAYA	M-ChAS	0,06	0,7596	1614	1225,99
43 .4	31933	METALLOChEREPITsA IZ SPETsIALNOGO SPLAVA S ZAshchITNYM SLOEM IZ Tsvetnogo POLYESTERA TOLshchINOY 25 MK	M2	129	1633,14	22000	35929080,00
43 .5	57928	OBRESHETKA IZ BRUSKOV 50X50 MM	M3	0,79	10,0014	980000	9801372,00
	CHAPTER	FLOOR WORKS
44	E11-01-027-02	CERAMIC TILE FLOOR	100М2		5,654	3488221,54	19722404,58
44 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	119,78	677,23612	4649,37	3148721,30
44 .2	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	1,3	7,3502	136400	1002567,28
44 .3	45410	PLITKI KERAMIChESKIE DLYa POLOV GLADKIE NEGLAZUROVANNYE MNOGOTsVETNYE KVADRATNYE I PRYaMOUGOLNYE	M2	102	576,708	27000	15571116,00
45	E11-01-015-01	CONCRETE FLOOR CONSTRUCTION	100М2		13,36	799475,07	10680986,92
45 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	40,43	540,1448	4649,37	2511333,03
45 .2	404	VIBRATOR POVERKHNOSTNYY	M-ChAS	3,96	52,9056	1200	63486,72
45 .3	45024	CONCRETE TYaJELYY	M3	3,06	40,8816	198284	8106167,17
46	E11-01-019-01	CONSTRUCTION OF ASPHALT CONCRETE FLOOR	100М2		13,36	169399,47	2263176,90
46 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	26,24	350,5664	4649,37	1629912,90
46 .2	6054	ASPHALT LITOY DLYA POKRYTIY TROTUAROV	M3	2,55	34,068	1000	34068,00
46 .3	31441	PRIMER BITUMINOUS	Т	0,069	0,92184	650000	599196,00
47	E11-01-017-01	MOSAIC FLOORING	100М2		11,58	3961520,09	45874402,65
47 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	144,3	1670,994	4649,37	7769069,37
47 .2	16067	KUSKI MARMORNYX PLIT	M2	80	926,4	37000	34276800,00
47 .3	45030	RASTVOR DECORATIVNYY (С KAMENNOY KROShKOY)	M3	0,77	8,9166	68000	606328,80
47 .4	45034	RASTVOR GOTOVYY KLADOChNYY TYaJELYY TsementNYY	MOH	2,04	23,6232	136400	3222204,48
48	E11-01-033-01	WOODEN FLOOR CONSTRUCTION	100М2		2,16	3926191,23	8480573,05
48 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	60,72	131,1552	4649,37	609789,05
48 .2	1523	PILA DISKOVAYA ELECTRIChESKAYA	M-ChAS	0,82	1,7712	1614	2858,72
48 .3	30407	GVOZDI STROITELNYE	Т	0,0123	0,026568	3460000	91925,28
48 .4	44101	DOSKI DLYa POKRYTIYa POLOV SO ShPUNTOM I GREBNEM ANTISEPTIROVANNYE	M3	2,88	6,2208	1250000	7776000,00
49	E11-01-036-01	LINOLEUM FLOORING	100М2		11,867	1847133,29	21919930,73
49 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	42,4	503,1608	4649,37	2339380,73
49 .2	31688	CLAY BUSTILAT	Т	0,05	0,59335	2400000	1424040,00
49 .3	32035	LINOLEUM NA TEPLOZVUKOIZOLIRUYUSCHEY PODOSNOVE	M2	102	1210,434	15000	18156510,00
	CHAPTER	DOOR AND WINDOW CONSTRUCTION WORKS
50	E10-01-034-1	INSTALLATION OF WINDOW /AKFA/ BLOCKS	100 m2		3,18	20104280,23	63931611,12
50 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	170,75	542,985	4649,37	2524538,17
50 .2	2209	SCREWDRIVER	M-ChAS	9,81	31,1958	230	7175,03
50 .3	2875	PERFORATORY ELECTRIChESKIE	M-ChAS	15,12	48,0816	1200	57697,92
50 .4	30861	FOAM MOUNTING (HERMETIC FOAM POLYURETHANO-VYY TYPE MACROFLEX, SOUDAL) DLYA HERMETIZATSII STYKOV V BALLONCHIKE EMKOSTYU 0,75 L.	PC	92	292,56	7500	2194200,00
50 .5	30884	BLOCK OKONNYE PLASTIKOVYE	M2	100	318	186000	59148000,00
51	E10-01-047-1	INSTALLATION OF DOOR /AKFA/ BLOCKS	100 m2		2,66	25504234,67	67841264,22
51 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	201	534,66	4649,37	2485832,16
51 .2	2209	SCREWDRIVER	M-ChAS	20,91	55,6206	230	12792,74
51 .3	2875	PERFORATORY ELECTRIChESKIE	M-ChAS	32,21	85,6786	1200	102814,32
51 .4	30861	FOAM MOUNTING (HERMETIC FOAM POLYURETHANO-VYY TYPE MACROFLEX, SOUDAL) DLYA HERMETIZATSII STYKOV V BALLONCHIKE EMKOSTYU 0,75 L.	PC	123,5	328,51	7500	2463825,00
51 .5	30883	BLOKI DVERNYE VHODNYE PLASTIKOVYE	M2	100	266	236000	62776000,00
	CHAPTER	BEAUTIFUL WORKS
52	E15-02-016-1	PLASTERING THE DEOR	100М2		72,115	539669,50	38918265,85
52 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	75,4	5437,471	4649,37	25280814,54
52 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	1,51	108,89365	114600	12479212,29
52 .3	30654	GIPSOVYE VYaJUshchIE G-3	Т	0,006	0,43269	230000	99518,70
52 .4	33205	SETKA PROVOLOChNAYa TKANAya S QUADRATNYMI YACHEYKAMI GRUPPY 2 BEZ POKRYTIYa IZ NIZKOUGLERODISTOY PROVOLOKI	M2	2,77	199,75855	5300	1058720,32
53	E15-02-031-1	WASHING THE ROHS	100М2		3,786	1545255,54	5850337,48
53 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	204,06	772,57116	4649,37	3591969,17
53 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	0,1	0,3786	114600	43387,56
53 .3	12147	RASTVOR OTDELOChNYY TYaJELYY IZVESTKOVYY 1:2,5	M3	4,3	16,2798	136057	2214980,75
54	E15-02-019-5	LEVELING THE WALL SURFACE	100М2		72,115	1543698,14	111323791,42
54 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	91,84	6623,0416	4649,37	30792970,92
54 .2	45036	SMES RASTVORNAYA SUKHAYA	Т	1,718	123,89357	650000	80530820,50
55	E15-02-019-1	LEVELING OF CEILINGS	100М2		31,188	264870,43	8260778,86
55 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	42,18	1315,50984	4649,37	6116291,98
55 .2	12138	RASTVOR OTDELOChNYY TYaJELYY TseMENTNO-IZVESTKOVYY 1:1:6	M3	0,6	18,7128	114600	2144486,88
56	E15-04-005-2	PAINTING THE CEILING WITH WATERPROOFING	100М2		31,188	147556,33	4601986,75
56 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	16,94	528,32472	4649,37	2456377,10
56 .2	31054	KRASKI VODOEMULSIONNYE	Т	0,057	1,777716	1200000	2133259,20
56 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,33	10,29204	1200	12350,45
57	E15-04-005-1	PAINTING THE WALL WITH WATER-EMULSION	100М2		64,91	133337,44	8654933,01
57 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	15,18	985,3338	4649,37	4581181,41
57 .2	31054	KRASKI VODOEMULSIONNYE	Т	0,052	3,37532	1200000	4050384,00
57 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,3	19,473	1200	23367,60
58	E15-04-024-1	PAINTING THE WALL WITH OIL PAINT	100М2		7,21	245260,83	1768330,57
58 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	28,05	202,2405	4649,37	940290,91
58 .2	31066	KRASKI MASLYaNYE TsVETNYE DLYa VNUTRENNIH RABOT MA-011	Т	0,027	0,19467	4250000	827347,50
58 .3	35538	SHKURKA SHLIFOVALNAYA DVUKHSLOYNAYA S ZERNISTOSTYu 40/25	M2	0,08	0,5768	1200	692,16
59	E15-01-019-1	TILE ON THE WALL	100М2		13,63	3931956,36	53592565,19
59 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	228	3107,64	4649,37	14448568,19
59 .2	12135	RASTVOR OTDELOChNYY TYaJELYY TsEMENTNYY 1:3	M3	1,5	20,445	114600	2342997,00
59 .3	44356	PLITKI RYADOVYE	M2	100	1363	27000	36801000,00
60	E15-05-001-1	GLAZING OF WINDOWS	100М2		3,18	3741313,10	11897375,64
60 .1	1	ZATRATY TRUDA RABOCHIX-STROITELEY	ChEL-Ch	45,88	145,8984	4649,37	678335,64
60 .2	33133	STEKLO OKONNOE	M2	147	467,46	24000	11219040,00
		TOTAL COSTS:	Sum				1570723417,56

List of references

On measures to improve and update the estimate-normative basis of price formation in capital construction". Decision of the Cabinet of Ministers of the Republic of Uzbekistan, 24.10.2003. No. 463
"SAMPLE REGULATION on the regional consulting center for competitive bidding and price formation in construction". Annex 2003b to the decision of the Cabinet of Ministers No. 2 of December 538, 6
Makhmudov E.Kh. Enterprise economy: Ukuv.kull. - T.: Publisher of the Literary Fund of the Writers' Union of Uzbekistan, 2004.
Economy of Uzbekistan. Analytical Review #8, Center for Effective Economic Policy, USAID Economic Reforms Project, T. March 2005.
"On the results of the socio-economic development of the Republic of Uzbekistan in 2013" People's Water, January 6, No. 7.

MЕHNAT VA AROUND THE ATMOSPHERE PROTECTION PART

Introduction

Human life is inextricably linked with the natural environment surrounding it, and sources confirming this can be found at every step. The scientific and technical revolution, which is taking place at a rapid pace on a global scale, has a positive effect on the improvement of people's working conditions and living standards, and the ecological changes it has brought about, in turn, affect humanity and mother nature, which keeps it in its bosom. has a complicated effect.

In the process of completing my graduate qualification work on the topic "Designing a recreation center building in the Otchopar region of Urganch district", I addressed the following environmental and labor protection issues:

— to fully preserve the natural relief;

— compliance with sanitary norms on not disturbing the ecological condition of the environment with waste; I paid attention to such issues.

Ensuring sanitary protection of water sources in Otchopar region of Urganch district requires the development and implementation of large-scale measures.

Protection and protection of open water bodies in Uzbekistan is controlled by organizations, ministries and committees based on state legislation.

Labor protection in Uzbekistan is a set of socio-economic, organizational, technical, sanitary-hygiene and treatment-prophylactic measures and tools aimed at ensuring the safety, health and working capacity of people in the labor process, which are implemented on the basis of the relevant laws and other normative documents. consists of a system.

All measures on the protection of food are stipulated by the Constitution of the Republic of Uzbekistan (December 8, 1992), Code of Laws of the Republic of Uzbekistan (December 21, 1995), "Law on the Protection of Food" (May 6, 1993), State Standards, Regulations and Norms, Safety technique is carried out on the basis of the rules.

Based on the above, it can be stated that a person's life, his labor activity, and his health during his activity are protected and protected on the basis of state laws.

"Uzbekistan is developing a democratic legal state and an open civil society that ensures the observance of human rights and freedoms, the moral renewal of society, the formation of a socially oriented market economy, and integration into the world community." Of course, in such a society, the main task is to ensure the safety of a person's life, protection of his interests, and the protection of a person's life, his interests, and the safety, health, and working ability of a person in the labor process.

The main part

In Otchopar region of Urganch district, the building of the recreation center is closely connected with the equestrian complex of the region. First of all, I paid attention to the fact that the water in the open water ponds is not polluted, and secondly, to the measures to make household waste harmless, taking into account the aesthetic, sanitary, epidemic and other aspects, during the operation of the facilities in the complex.

Ensuring cleanliness in the complex is entrusted to the administration of the complex, and monitoring of the timely implementation of these works based on sanitary norms is entrusted to organizations such as the nature protection committee, district sanitary and epidemiologic station.

In the process of designing BMI, I also paid attention to the issues of protection of the body during the life activity of a person.

The main purpose of occupational safety in my graduation work is to identify dangerous factors in production, their causes and methods of elimination, to ensure occupational safety and to create safe and healthy working conditions, that is:

- development of planned measures to ensure the safety of food production, create healthy and safe working conditions;

- procedures for analyzing, checking and documenting accidents in production;

- to increase the economic efficiency of ensuring cocktail safety, to study the methods of identifying the causes of accidents;

- the procedure for providing employees with personal protective equipment aimed at ensuring safe working conditions and ways of using them;

- development of sanitary-hygienic measures to create healthy and safe cocktail conditions;

- a thorough study of the safety rules for the use of production equipment, machines, devices and devices;

- fire safety: studying the causes of fire, its prevention, fire fighting techniques and methods;

- study the procedures and rules of providing first aid to the injured;

Any specialist based on the above they should be able to do the following in practice:

- assessment of dangerous and harmful production processes;

- making independent decisions when choosing acceptable options for ensuring cocktail safety;

- issuing manuals ("instructions") on safety equipment to workers and employees and documenting them;

- competently investigate accidents and identify their causes;

- drawing up instructions ("instructions") on the protection of cocktails;

- indicators determining the sanitary-hygienic condition of production rooms and workplaces (level of gassing and dusting, noise and vibration, dissolution,

temperature, relative humidity, speed of air movement, air pressure, etc.) ability to use analytical equipment and devices;

- to be able to use fire starters and fire-launching techniques;

- providing first aid;

Fire safety system requirements:

Fire is an uncontrolled process that occurs outside of a specific source and causes significant material damage and casualties.

Fire hazard of the object means the condition of the object in which a fire may occur and the consequences of a fire.

Fire safety of the object It means that the risk of fire occurrence in the object and the impact of its dangerous and harmful factors on human life is limited based on the established norms and requirements, and the materials in the object are fully protected.

Under the influence of various dangerous and harmful factors that occur during a fire, material wealth can be destroyed and unfortunate events can occur. Among the dangerous and harmful factors of fire, we can mainly include the following: open flame, high temperature of the environment and objects caught in fire, various toxic gases and vapors generated during landing, smoke, low concentration of oxygen, falling parts of building structures and materials, fire an explosion that occurs at the time of the explosion, the impact of the fox in the explosion, materials and harmful substances that flew out due to the explosion, etc.

It is known that it is easier and more profitable to prevent a fire than to start it. Therefore, it is necessary for every specialist, every employee to know the causes of fire in production, to fully comply with fire safety rules and to take measures aimed at preventing fire.

Fire protection system - use of fire-extinguishing equipment and techniques, use of personal and collective protective equipment that protects against dangerous factors of fire, use of fire alarm and automatic devices of the fire-extinguishing system, treatment of the structures and materials of the object with fire-protective substances, smoke protection systems, evacuation routes It includes measures such as ensuring the fire resistance of the building.

To organizational and technical measures creating a fire protection service, providing it with technical equipment, passporting substances, materials, equipment, installations and technological processes in the fire safety facility, training and training fire protection specialists, fire safety instructions and various activities among the population conducting various events, developing fire prevention instructions (instructions) and other similar activities

First aid

Complex mechanization of production, electrification, automation, wide use of new types of energy (laser, atomic and others) and chemistry create various dangerous factors, which result in injuries due to a certain cause. Depending on the type of risk factors, the injuries are different and of different severity. Under any circumstances, providing first aid to an injured person plays an important role in reducing the severity of injuries and saving the life of two injured people. Therefore, it is necessary for every worker to be thoroughly familiar with the methods and rules of providing first aid.

First aid for electric shock

Contacting people with live parts of machines, mechanisms and devices under voltage causes involuntary muscle contraction, and the injured person cannot escape from this situation. In this case, first of all, it is necessary to disconnect the electric current. If the electric cabinets are located far away, it is necessary to insert the electric cable with a dry ax and other equipment. After disconnecting the electric current, it is necessary to make the injured person laugh and gently try to check the pulse, breathing, and the condition of the eyes, and immediately notify the doctor. The injured person may be unconscious, but have a pulse and breathing. If there is a pulse and breathing, and if he is not satisfied, it is necessary to remove his clothes, provide fresh air, spray water on his face and warm his body. If the injured person is unconscious, has no pulse and breathing, he should be given artificial respiration and heart massage.

Artificial respiration can be given "mouth-to-mouth" and "mouth-to-nose". These methods are considered effective compared to other methods. Before giving artificial respiration, the injured person should be placed on the side of the shoulder, tight clothing, tie, scarf, etc., should be removed, and the mouth should be cleaned of bubbles. If the mouth is severely infected, the thumbs of both thumbs should be burned on the back of the injured person's head, and the mouth should be opened with both thumbs. Then take a deep breath, burn mouth to mouth, cut the nose of the injured person and blow strong air. Two special breathing tubes with gauze and a handkerchief can be used for air blowing. The frequency of artificial respiration should be 10-12 times per minute.

If the injured person's eye is dilated and pulse is not felt, heart massage should be performed along with artificial respiration in order to restore blood circulation. During the massage, the palm of the ash is burned on the chest of the injured person and pressed frequently (60 times per minute). In order to speed up the blood flow to the heart in the veins of the lower parts of the body, it is possible to burn the vein up to 0,5 m above. If a person has performed these feats, it is recommended to perform 2-3 external heart massages after 10-12 artificial respirations. It is possible to find out that the injured person has regained consciousness by signs such as recovery of breathing, reddening of color, reduction of autumn color. To check this, you can pause the massage for 2-3 seconds. If the injured person does not regain consciousness, artificial respiration and CPR should be continued until the doctor arrives.

First aid for burns

Burns can be thermal, chemical and electrical. They are divided into 4 degrees according to severity: in 1st degree burns, the skin becomes red and swollen; In 2nd degree burns - blisters are formed; 3rd degree burns - the skin is lifeless, i.e. the ability to feel is lost; In the 4th degree burn - the skin turns black, muscles and bones are damaged and dry.

In the case of thermal and electric burns, it is impossible to touch the burned area with ash, apply ointment, alcohol, baking soda, tear off a piece of clothing that has become stuck, and melt the blisters that have formed. First-degree burns should be covered with a sterile bandage. In case of severe burns, the person should be covered with a clean sheet, drink tea and rest until the doctor arrives.

If the pulse of a burned person slows down, drink 15-20 drops of valerian. The burned face should be covered with sterilized gauze.

In the case of autumn burns, add 1 teaspoon of boric acid to 1 glass of water and press on the autumn while it is cold.

The effect of a chemical burn often depends on the time of exposure to the caustic chemical. Therefore, when providing first aid for such a burn, it is necessary to reduce the concentration and effect of this substance. To do this, the area affected by the acid should be washed in clean water for 15-20 minutes. If the burn is caused by acid, one teaspoon of baking soda per glass of water, and one teaspoon of boric acid per glass of water, if it is caustic, should be moistened and bandaged.

Қоnkеtganda first yordam ko`show

It is impossible to pollute the injured area, wash the wound with water, apply ointment, remove the crusts of the mine from the wound, and burn soil and sand on it. The first aid worker should first wash off the ash and wipe his two fingers with iodine. When burning material on a wound, iodine should first be instilled into it. The amount of iodine in the caustic material should be larger than the wound. Before dressing the wound, it is necessary to clean its surroundings and apply iodine around the wound.

Mining can be stopped by binding. If the mine is strong, it is necessary to connect the veins supplying the place where the mine is located with a rope (a special tie or tape). If there is a pulse in the place where the harness is tied, it is considered to be poorly tied. In this case, it is necessary to remove the harness and tie it tightly again. Before tying, the place to be tied should be covered with soft materials. It is necessary not to keep the tied rope for more than 2 hours. After 1 hour after tying, it should be gently loosened for 10-15 minutes. In this case, it is necessary to press the vein of the artery that comes to the wound with a finger.

Internal kоnkеtoo much tooth хaffili хisоis blanched. Its symptoms: slow pulse, weakness, dizziness, pallor, strong thirst, nausea. First of all, it is necessary to give complete rest to the injured person and apply cold to the injured area. It is not possible to give water.

If there is a strong discharge from the nose, it is necessary to gently turn the head back and apply cold pressure to the cannula, and apply two cotton swabs soaked in a 3% solution of hydrogen peroxide to the nose.

Summary

The President of our Republic I.A. Karimov takes into account the aspirations of the youth and the entire population for creativity and sports, and takes care to further develop the work of unifying them. and it can be noted that the required building is a complex.

One of the ancient and elegant branches of human activity is architecture. Architecture means the "highest level of construction" known to us. Architecture is the art of creating a spatial environment for human activity, life, and life in general.

Here spatial - buildings above ground level are meant. Such spatial environment can be closed or open. It is organized with the help of delimiting and defining structures (such as walls, fences, fences, trees, stones).

There are three parts of the architecture that are closely related to each other. These are: construction, function, and aesthetics. The following requirements apply to the architectural work.

- First of all, the work of architecture should be convenient for human use, if it was built for any purpose, let it fulfill this purpose:

-Secondly, the work should be self-sustaining and resistant to external influences:

-Thirdly, the appearance of the work should be impressive and interpretable.

I tried to complete my project based on the three requirements mentioned above during my pre-graduation internship.

The project includes a complex of buildings necessary for a recreation center. The establishment of a recreation complex in the southern part of the historical monument will find its solution in the complex, where all directions of providing services corresponding to the requirements of the times are being designed for seeking healing and recreation.

The compositional solution of the building is suitable for the area allocated for the building. The composition determines the interdependence of the various tools used in architectural foundations. The specific and main thing for collective norlin is the representation of artistic means, that is, the spatial and tectonic organization of its forms. These two related tools are the separation of space and its constituent shell in an architectural work. Space organization in carving is subject to functional technique constructive and aesthetic requirements.

Here it is not only an ideal aesthetic expression, but also responds to the psychophysiological feelings of a person. This determines the methods of composition of forms of architecture in all developed periods.

Such methods include:

Anti-earthquake measures:

It is more related to the constructive features of the building. Constructive solutions of the building, types and sizes of walls, load-bearing structures, foundations are determined depending on the seismic characteristics of the place where the building is located. Anti-earthquake measures were used in the planned structure of the recreation complex. If the plan structure of the building is complex, it is divided into simple parts by means of deformation seams.

The style of the building is designed in a modern and national architectural style. The main entrance has a symmetrical appearance. The main entrance is designed in the central part of the building. There is a designated area in the master plan, and the area of the planned building is an example of certain restorations of symmetry and asymmetry, nuance and contrast, rhythm, fragment, commonality, and asymmetry, proportion and adaptation.

The composition of the planned building is suitable for this area with its unique symmetrical appearance and beauty. The exterior of the building is made of modern polished brick.

I assure you that the designed recreation center is designed based on all the regulatory requirements for the construction of the hotel building.

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Introduction

Uzbekistan, a republic with a completely unique demographic situation, is characterized by very important regional features of population settlement. Here, the increase in the population, the development of industry and transport sectors also led to the growth and development of cities.

It is clear to all of us that the "Project of the Urban Planning Code of the Republic of Uzbekistan" was developed in accordance with the decree of the President of the Republic of Uzbekistan (June 2000, 2 No. 2612).

It was a great event that the architectural complex of Khwaja Bakhouddin Naqshband, the founder of the Naqshbandiyya sect, was repaired and the large-scale beautification works were carried out.

Our country is a center of great culture. Therefore, we have a rich historical memory and historical heritage. The content and size of the creative works are equal to those of the captives. facilities such as administrative building, library and kitchen are very attractive and conveniently located

The memory of Kokand city achieved great achievements in creating small memorials in a scientific manner. Especially in the central reconstruction of Muqumi, Furqat, parks of the city, the unlimited possibilities of landscape memory were used. [1]

Three aspects of the garden of "AVESTO" which was built in 2700 years after the surrounding of the Shavvot canal dividing the city of Urganch attract attention. [2]

The central park named after A. Temur in Urganch city, the main entrance part will be renovated and will have a modern appearance. The central streets, such as Al-Khorazmi, Khanka, and Tashavuz, were renovated and got a new modern look.

Classification (classification) of hotels

Depending on the comfort, capacity and technical equipment, as well as the size of the offered service, hotels in Uzbekistan and internationally are divided into 5 construction classes.

Rooms can have from one to four beds, and rooms with five or more beds belong to the category of common living buildings (bedroom).

Plumbing equipment of rooms can be different: full (washbasin, toilet, bath, bidet) or reduced (washbasin, toilet, bath or shower). A more compact system is also available: a sink and a toilet or a single sink.

The number, type, living space and plumbing equipment of hotel buildings, motels and campsites are accepted based on the construction grade schedule.

Third grade the living part of the hotel consists of the second and fourth-class rooms, and consists of them and common living rooms (bedroom). The hotel needs a cafe or self-service kitchen, buffet, shared bathroom or shower room.

Fourth grade The living part of hotels consists of third and fourth class rooms and common living rooms. The number of rooms with first and second beds is not limited.

According to the function of hotels, they are short-term residences.

It is a whole complex that combines hotel buildings, residences and public buildings.

Its main task is to fix people with temporary accommodation, to provide temporary accommodation for business travelers, tourists, vacationers and those coming and going.

The main classification of hotels is based on the level of capacity, floor space and comfort.

Classification of hotels.

Hotels are divided into 3 types:

— Small type with 100 seats:

— Up to 500 seats of medium type:

- More than 500 places of large type.

Hotel type

Category

General type or tourism direction

Higher, I-IV

For resorts

Higher, I-III

Motel

I-III

Camping

IV

Typological solutions of hotels.

In the hotel building of medium and large capacity, several entrances are placed: the main entrance is limited to the entrance to the dining halls, the entrance for the servants and the entrance to the sports and wellness halls.

The plan of the composite system of living rooms is designed in corridor-like, gallery-like, tower-like, atrium, two-lane and other structures.

There are a lot of buildings with a "corridor" structure. Corridor-shaped service and engineering system rooms will be planned longitudinally. 10-50 residence numbers can be placed along the length of corridor-shaped hotel types.

"Gallery-like".

"Tower".

"Corner".

"Atrium". Hotels can be designed in square and circular shape.

Gallery-like hotels consist of one-line rooms: the negative side of gallery hotels is that the building is small in size, the thickness of the walls and the placement of engineering communications are difficult.

Corner type it is possible to increase the number of rooms in a multi-storey hotel. In the plan of this type of hotel, it is possible to place longitudinal communication in the center: it can be placed in corridor-like, gallery-like, symmetrical, asymmetrical forms.

The hotel building has a pyramidal, cylindrical or parallelopiped appearance. Living rooms are divided into zones, consisting of winter garden, recreation corner, etc.

Closed atrium type: organic connection with residential and public buildings, harmonizes the interior with compositional integrity.

In the open atrium type, the living space can consist of a gallery-like, corridor-like system.

PART OF ARCHITECTURE

Architecture

Hotels are built in cities, working-class settlements and rural areas. Taking this into account, I designed a hotel building of a recreation center in the Otchopar region of Urganch district.

Scientific justification of the relevance of the chosen topic:

To turn the Otchopar region into a recreation area, to create convenient opportunities for vacationers, is to design a new tourist destination.

A clear statement of the goals and objectives of the project:

Determining the object and subject of the project:

Choosing a project method or methodology:

The subject of the diploma thesis is the design of a recreation building in Otchapar region of Urganch district, which was designed in a combination of national and modern style.

It includes conducting a survey among the population and developing project proposals for the establishment of a recreation complex.

Project overview:

The building consists of 3 floors, and the roof of the building is in the shape of a half moon. The first floor is designed as follows:

input file

registration room

Conference hall

Administrative rooms

Bowling

Restaurant

Hot preparation workshop

Preparation and distribution rooms

Number node

Souvenir shop

Concierge room

Single room

Double room

Gym

Razdevalka

Pool

Shower area

Sauna

Toilet

Parking lot.