Schedule of current building repairs. Types and methods of routine repairs of buildings and facilities, repair planning and documentation. Seasonal operation of residential and public buildings

#kes #repair #structures

Maintenance should be carried out at a frequency that ensures the efficient operation of the building and structure from the moment of completion of its construction or major repairs until the moment it is placed for the next major repair. In this case, natural and climatic conditions, design solutions, technical condition and operating mode of the facility must be taken into account.

The recommended frequency of maintenance is from 2 to 5 years. This period is the most effective in the operation of the building and structure. All facilities of the Ministry of Defense, as well as those rented from the local administration or other departments, are subject to routine repairs.

Current repair work is divided into planned and unforeseen. Scheduled repairs are carried out according to a pre-drawn annual plan. Unforeseen repairs are carried out during the operation of the facility and include work, the delay of which cannot be allowed without compromising the safety and normal technical operation.

The basis for ensuring the safety and compliance with the functional purpose of a building and structure is planned maintenance. In dilapidated buildings and on sites subject to demolition, the necessary routine repairs can be carried out annually. This must be done to ensure normal living and working conditions before the deadline for major repairs (reconstruction) or demolition of the building.

Current repair work, as a rule, is carried out by third-party organizations, upon the proposal of military units and a decision made by the Department of Operational Maintenance and Provision of Utilities to Military Units and Organizations of the Ministry of Defense of the Russian Federation. That is, current repairs are contracted, because various contractors are involved. However, in some cases, repairs can be carried out by civilian personnel or military personnel.

When carrying out routine repairs, the possibility of attracting internal resources of the military unit in which the repairs are being carried out must be taken into account.

Such resources are:

Work performed by military personnel, as well as by residents;
- transport and machinery provided by the military unit free of charge;
- materials and products obtained from disassembly;
- local building materials (gravel, sand, clay, lime, chalk, etc.);
- the ability of the military unit and house management to provide material resources for the work of military personnel.

Planned costs for current repairs using internal resources are determined depending on the natural and climatic conditions of a given region. For routine repair work performed using internal resources, a separate work acceptance certificate is drawn up. These works are not paid.

To account for the forces and means of internal resources and the actual costs of current repairs at the expense of internal resources, an accounting log is kept in military units.

The main document according to which scheduled maintenance is carried out is the unit’s annual economic activity plan. The annual plan (with the distribution of objects by quarter) is drawn up taking into account the results of inspections. At the same time, estimate and technical documentation for current repairs, measures to prepare buildings and structures for operation in seasonal conditions are taken into account. It includes such work, the volume, place and time of which are provided for in advance.

The initial data for drawing up plans are:

Technical condition of the building and structure (based on the results of general autumn and other types of inspections);
- provision of material resources;
- allocation of funds for current repairs;
-opportunities to attract internal resources of a military unit;
- established deadlines for repairs;
- comments and suggestions of inspecting persons to eliminate detected deficiencies in the operation of the facility.

Attached to the plan:

1. Schedule of current repairs;
2. List of requirements for construction materials to carry out current repairs;
3. Work schedule.

These documents are an integral part of the plan.

A routine maintenance plan is drawn up for each building or structure that is subject to repair according to the frequency of repairs. The plan list includes work aimed at preserving the structures of objects from premature wear, destruction and preparation for winter. Particular attention is paid to the repair of roofs, gutters, building basements and blind areas. The current repair system includes work on restoring windows, external doors, glazing, tidying up sanitary facilities, water supply and sewerage systems, heating and ventilation, etc. Work on insulation of buildings is of great importance (insulation of external doors, repair and glazing of dormer windows, thermal insulation of pipelines, heating systems, water supply and sewerage systems in attics, staircases, basements and other places). The routine maintenance plan includes work aimed at the uninterrupted operation of public utility facilities.

The list of requirements for construction materials is compiled on the basis of an object sampling of materials. It is the basis for drawing up an application for basic materials and equipment. This takes into account the possibility of reusing materials and equipment obtained from dismantling structures.

A calendar schedule is drawn up for facilities subject to routine repairs. It makes a note about the actual completion of work.

The plan is developed in two copies, signed by the unit’s command and submitted to the supply (service) authority for approval on December 25 of the current year. The maintenance body reviews the current repair plan, coordinates it, adjusts it and approves it. One copy of the approved plan is sent to the commander of the military unit before December 30 of the current year. It is mandatory.

The need for financial resources is planned depending on the replacement cost of objects according to differential standards. In addition, funds in the amount of 0.5% of their replacement cost are planned for routine repairs of engineering and technical equipment of facilities, external utility networks.

The replacement cost of a building or structure is an indicator that reflects the actual cost of an object in modern conditions. It is updated at the beginning of each year, taking into account wear and tear and actual maintenance costs. This takes into account the costs of major and current repairs, reconstruction and revaluation of fixed assets for a given period.

To carry out unforeseen routine repairs on buildings and structures that are not subject to scheduled routine repairs during the period under review, the work plan provides for reserve amounts up to 10% of those allocated for planned routine repairs.

Application

Operation of buildings and structures, scheduled maintenance
buildings and structures

· acts of investigation into the causes of accidents in buildings or structures.

The technical passport must be accompanied by:

· copies of working drawings or measurement drawings of plans, sections, facades of buildings or structures with deviations from the project included in them (if any);

· a list of requirements provided for by the project or examination to ensure the normal operation of the building or structure.

System of planned preventive maintenance of buildings and structures is a set of organizational and technical measures for supervision, maintenance and all types of repairs carried out as planned.

All buildings and structures are subject to periodic technical inspections. Inspections can be general or partial.

During a general inspection, the entire building or structure as a whole is examined, including all structures of the building or structure, including engineering systems, various types of finishing and all elements of external improvement or the entire complex of buildings and structures.

During a partial inspection, individual buildings or structures of the complex, or individual structures, or types of equipment, engineering systems are examined.

Regular general technical inspections of the building are carried out 2 times a year - in spring and autumn.

Spring inspection carried out after the snow melts. This inspection should be aimed at assessing the condition of the building or structure. During the spring inspection, the volume of work on routine repairs of a building or structure carried out in the summer is clarified, and the volume of work on major repairs is identified for inclusion in the next year's plan.

Autumn inspection carried out to check the preparation of a building or structure for winter. By this time, the entire scope of summer maintenance work should be completed.

In addition to regular inspections, there may be extraordinary inspections buildings and structures after natural disasters (fires, hurricane winds, heavy rains or snowfalls, after vibrations of the earth's surface, etc.) or accidents.

Results of all types of examinations are drawn up in acts in which the detected defects are noted, as well as the necessary measures to eliminate them, indicating the deadlines for completing the work.

Based on data from technical inspections of buildings and structures, individual structures and types of engineering equipment, annual repair plans are drawn up, which are approved by the head of the institution.

Repair work are divided into two types: current and capital. The classification of repairs is determined according to the following criteria: with a repair frequency of up to 1 year - current repairs, with a repair frequency of more than 1 year - major repairs.

For current repairs buildings and structures include work on the systematic and timely protection of parts of a building, structure and engineering systems from premature wear by carrying out preventive measures and eliminating minor damage and malfunctions.

For a major overhaul buildings and structures include such work during which worn-out structures and parts of the building and structure are replaced or replaced with more durable and economical ones that improve the operational capabilities of the reconstructed objects. Major repairs of buildings and structures can be comprehensive, covering the repair of the building or structure as a whole, and selective, consisting of repairs of individual structures of the building, structure or a separate type of engineering equipment.

Technical and economic information about buildings and structures that may be required on a daily basis during their operation should be concentrated in the technical passport and in the technical operation log.

Technical certificate is compiled for each building and structure accepted for operation. The technical passport is the main document for the object, containing its design and technical and economic characteristics.

To account for maintenance and repair work of the corresponding building or structure, a technical operation log must be kept in which records are made of all maintenance and routine repair work performed, indicating the type of work and the place where it was carried out. The technical maintenance log of a building and structure is the main document characterizing the condition of the operated facilities.

Acceptance of buildings and structures commissioning after completion of major repairs is carried out by a commission with the preparation of reports, and acceptance of the work performed on routine repairs is carried out by the head of the institution and documented by an act or an entry in the technical maintenance journal of the building or structure.

Investigation of the causes of accidents with buildings and structures.

An accident is understood as a collapse, damage to a building, structure as a whole, its parts or an individual structural element, as well as exceeding the maximum permissible deformations that threaten the safe conduct of work and lead to the suspension of the operation (construction) of the facility or its part.

Depending on the scale and degree of consequences, accidents of buildings and structures are divided into accidents of the first category and accidents of the second category.

For a first category accident include collapses of buildings and structures or their parts (destruction of ground building structures, underground transport and hydraulic structures, breaks of dams, dikes, reservoirs, etc.), which:

· caused a disruption in the functioning of other sectors of the economy;

· caused the death of two or more people;

· resulted in more than 15 casualties.

To an accident of the second category include collapses or damage to buildings and structures, their parts or individual structural elements that threaten the safe conduct of work and are not classified as accidents of the first category.

The head of the organization in which a first category accident occurred must immediately convey the following messages:

· to the territorial executive body and the corresponding executive body of the constituent entity of the Russian Federation;

· to a higher departmental body;

· to the prosecutor's office at the place where the accident occurred.

The head of the organization in which the accident of the second category occurred transmits messages:

· to the territorial executive body of a constituent entity of the Russian Federation and to the corresponding executive body of the city and district;

· to a higher departmental body.

Organization of investigation of the causes of accidents with industrial buildings and structures.

· relevant executive authorities of the constituent entity of the Russian Federation.

· ministries and departments of the Russian Federation for facilities under construction and operation under their jurisdiction;

· relevant executive authorities of cities and districts (“Regulations on the procedure for investigating the causes of accidents of buildings and structures...”).

Act the technical commission to investigate the causes of the accident is subject to approval within 2 days by the body that appointed the commission.

The approved act is sent within 5 days:

· to the territorial executive body;

· to a higher authority;

· to the relevant territorial body of Rostechnadzor;

· in addition, for accidents of the first category - to the prosecutor's office at the place where the accident occurred.

Lecture 5

1. Repair system. Planning strategy

Maintenance of a building includes a set of works to maintain the elements, specified parameters and operating modes of its structures and technical devices in good condition. For these purposes, a system of repair measures is provided, which includes carrying out current and major repairs of buildings and structures. Decision-making on carrying out certain repair work is based on the results of inspections of structural elements and engineering systems of buildings and structures.

The purpose of the inspections is to identify possible causes of defects and develop measures to eliminate them. During inspections, the use and maintenance of premises is also monitored.

Once a year, during the spring inspection, employers, tenants and owners of residential premises should be instructed on the procedure for maintaining buildings, operating engineering equipment and fire safety rules.

Routine inspections of residential buildings should be carried out:

General, during which an inspection of the building as a whole is carried out, including structures, engineering equipment and external improvements;

Partial - inspections that involve inspection of individual elements of a building or premises.

General inspections should be carried out twice a year: in spring and autumn (before the start of the heating season).

Defects, deformations of structures or equipment of buildings discovered during inspections, which can lead to a decrease in the load-bearing capacity and stability of structures or buildings, collapse or disruption of the normal operation of equipment, must be eliminated.

An organization for servicing the housing stock, on the basis of inspection and inspection reports, must, within a month:

Compile a list (based on the results of the spring inspection) of activities and establish the scope of work necessary to prepare the building and its engineering equipment for operation in the next winter period;

Clarify the scope of work for current repairs (based on the results of the spring inspection for the current year and the autumn inspection for the next year), as well as identify faults and damages, the elimination of which requires major repairs;

Check the readiness (based on the results of the autumn inspection) of each building for operation in winter conditions;

The organization and conduct of routine repairs of residential buildings must be carried out in accordance with the Rules and Standards for the Technical Operation of the Housing Stock, Technical Instructions for the Organization and Technology of Routine Repairs of the Housing Stock, Technical Instructions for the Organization of Preventive Current Repairs of Residential Large-Panel Buildings, other regulations of the Gosstroy of Russia and Methodological Recommendations . In terms of organization and remuneration, it is necessary to be guided by the Civil Code of the Russian Federation, the Code of Labor Laws of the Russian Federation, and the Methodological Recommendations of the State Scientific and Technical Center for Standardization and Information Systems in Housing and Communal Services of the Gosstroy of Russia.

The basis for determining the need for current repairs of the housing stock, establishing or clarifying its volumes are the results of scheduled general technical inspections of residential buildings.

2. Maintenance.

Current repairs consist of systematically and timely work carried out to protect parts of buildings and equipment from premature wear and to eliminate minor damage and malfunctions that have arisen.

All routine repair work, in turn, is divided into two groups:

Preventive maintenance, quantitatively identified and planned in advance in terms of volume and time of its implementation;

Unforeseen repairs, quantitatively identified during operation and carried out, as a rule, urgently.

Preventive maintenance is the basis for normal technical operation and increasing the durability of residential and public buildings.

Timely planning and implementation of such repair work to eliminate individual damage that occurs during operation prevents their further development, protects the building from premature wear and tear and reduces the cost of major repairs of buildings. This group of works includes repair and painting of roofs, replacement of missing parts and painting of drainpipes, partial repair of windows and doors, cleaning of dirt and simple painting of facades, staircases and other similar work.

Unlike preventive repairs, carried out according to a specific, pre-drawn up calendar plan, unforeseen repairs consist of urgent correction of minor accidental damage and deficiencies that could not be detected and eliminated during preventive repairs or arose after its implementation. Such minor damage and malfunctions in water supply and sewerage systems, heat and gas power supply networks and devices should be repaired immediately in order to avoid major accidents. For such urgent unforeseen work, not included in the scope of preventive repairs, the remaining 25-20% of the costs of current repairs should be provided.

Maintenance and current repairs in residential and public buildings are carried out by permanent full-time workers of the operational offices of the relevant institutions and consist of:

In a systematic inspection according to the schedule of apartments, office premises, parts of the building and equipment assigned to each worker for constant maintenance;

In carrying out routine (preventive and unforeseen) repairs according to the list of works;

In eliminating and preventing possible accidents and their consequences (unforeseen repairs);

- in providing the necessary instructions to residents on the proper maintenance and use of home equipment.

3. Major renovation

Major repairs in residential buildings and public buildings involve the replacement and restoration of individual parts or entire structures and equipment of buildings due to their wear and tear.

The wear and tear of individual structural elements and engineering equipment during the operation of residential buildings and public buildings is not the same and depends on the nature of the material, and therefore their service life is different. Foundations and walls have the longest service life in stone houses. For these reasons, in a masonry building undergoing major renovation, when replacing structural elements, the latter should be made from materials that are more durable and approach the service life of the foundations and walls of the building.

All major repairs of residential and public buildings are divided into the following groups:

Comprehensive overhaul, covering the repair of individual structural elements, parts of the building or engineering equipment in the house;

Selective overhaul consists of repairing individual structural elements, the failure of which can worsen the condition of adjacent structures of a residential building and lead to their damage or complete destruction.

Comprehensive overhaul

Comprehensive renovation is the main type of capital repair of a building and involves the simultaneous restoration of worn-out structural elements, finishing, engineering equipment and increasing the degree of improvement in them.

The most valuable stone houses and public buildings, in which the main structural elements (except for foundations and walls) and engineering equipment have fallen into disrepair (emergency) and need to be replaced, should be designated for comprehensive overhaul.

Residential buildings and public buildings built in the pre-revolutionary and pre-war years in many cases have unequally durable structures in terms of their service life.

When repairing residential buildings and public buildings using funds allocated for major repairs, it is allowed to:

Replacement of worn-out building structures with new structures using stronger and more durable materials, in addition to the complete replacement or replacement of walls and building frames, as well as stone and concrete foundations;

Restoration of inactive elevators and their re-installation;

Construction of auxiliary premises (external vestibules, wood sheds, yard fences, adaptation of non-residential premises to utility workshops for house management, housing offices, etc.);

Improving the landscaping of the yard (paving, asphalting and landscaping, etc.);

Installation and repair of television antennas for collective use.

Selective overhaul

Selective major repairs should be carried out in residential and public buildings that are generally in satisfactory technical condition, but individual structural elements or sanitary fixtures in them are severely worn out and require complete or partial replacement.

In these cases, first of all, repairs are provided for such structures and equipment, the malfunction of which can worsen the condition of adjacent structures of a residential building and lead to their damage or wave destruction. Such work should include:

Failure of the roof, overhead gutters, various openly protruding parts and drainpipes on the facades of buildings;

Partial failure of interfloor ceilings and individual beams, especially in sanitary facilities, kitchens and adjacent rooms;

Malfunction of sanitary devices and equipment in the house, including water supply, sewerage, central heating systems, electrical wiring.

Selective major repairs may also include work on restoring balconies, plastering and painting building facades with the inclusion of linear coatings, replacing drainpipes, paving the yard and landscaping the local area.

The schedule plan for the reconstruction of a building is the main document of the work project, which reflects the development of the process in time and space and covers the entire range of work, from preparatory work to delivery of the renovated facility to the acceptance committee.

There are the following main tasks that must be solved when drawing up a calendar plan:

Completion of the reconstruction of the building within the regulatory or directive period;

Continuous and uniform use of human and material resources;

Maximum combination of work.

The calendar planning should reflect:

Duration of individual types of work and cycles for particular areas of work;

Calendar chart on a time scale;

Worker movement diagram;

Schedules for receipt and consumption of materials;

Calculation of technical and economic indicators of the calendar plan.

To construct a duration matrix for each type of work, the labor intensity matrices indicate the numerical composition of the brigades N. By dividing the labor intensity of each type of work on each private front by the corresponding numerical composition of the brigade N, we obtain the duration t for each type of work on the private front (Table 9.2).

When starting to draw up a calendar plan for repair and construction work, it is necessary first of all to establish a rational sequence for their implementation at the site. Taking into account the peculiarities of repair and construction work, the sequence of their implementation at the fronts is determined based on the following requirements:

Work should begin from distant “wells” relative to the tower crane, thereby eliminating the transfer of materials from disassembly above the mounted “wells”;

It is impossible to carry out simultaneous dismantling and installation in adjacent “wells” separated by a load-bearing wall;

It is necessary to strive to provide the scope of work to related subcontractors to perform special work, that is, to ensure the readiness of individual sections;

External communications should be laid before the tower crane is installed;

Facade repairs must be carried out after dismantling the tower crane;

Dismantling of structures in wells should be done from top to bottom, and installation - from bottom to top.

To determine a rational method for organizing work, three fundamentally different options for organizing work are compared:

With continuous use of resources (with zero stretching of resource ties);

Continuous development of particular areas of work (with zero stretching of frontal connections);

Critical works identified while simultaneously taking into account resource and frontal connections.

If the duration of a major overhaul differs by 15-20% from the normative or directive deadlines, the schedule is adjusted to change the duration of certain types of repair and construction work and the sequence of their implementation or production conditions.

The work schedule can be depicted on a drawing sheet, regardless of the calculation method, in the form of a linear graph, cyclogram, network diagram in the ODF or OVR system. The calendar plan must indicate the connections between the works, time expectations, completion dates, names of the works, the number of the private front, the quantitative composition of the team, production shifts and reserves of work (if the latter were determined), as well as other information necessary in the opinion of the plan developer.

The same drawing is used to construct a diagram of the movement of workers employed daily in performing simple and complex processes for the entire period of major repairs of the facility. The vertical scale of the worker movement diagram is set based on the possibilities of filling the drawing more densely. The number of workers in the second and third shifts is shown within the overall worker movement diagram. If, when drawing up a calendar plan for the reconstruction of a quarter, the diagram has significant peaks and valleys, then it is necessary to make an adjustment to the calendar plan by shifting the work due to time reserves or changing the intensity. The schedule sheet contains the following technical and economic indicators of the organization of work, the calculation of which is carried out in the PP:

where t t t is the total duration of work performed in the first, second and third shifts, days.

When calculating the calendar plan on a PC, an integral indicator for assessing the adopted method of organizing work according to the program developed at the OS department is determined. The integral indicator with significance coefficients includes differential indicators of timeliness, combination, uniformity, continuity of work and continuity of use of the scope of work.

An integral part of calendar planning are schedules for the delivery and consumption of materials, parts and structures during reconstruction (Table 9.3).

Table 9.3

A linear calendar schedule for the receipt and consumption of materials, products and structures consists of left and right parts. The left part of the schedule is filled out based on the data from the work schedule at the site (according to the list of main structural elements and work). On the right side, for each type of material and product, two lines show the incoming cargo flow (taking into account the corresponding stock) and daily consumption.

(approved by order of the State Civil Engineering Committee dated April 18, 1985 N 109)

Revision dated 04/18/1985 - Valid

APPROVED
By order
Gosgrazhdanstroy
dated April 18, 1985 N 109

DEPARTMENTAL BUILDING STANDARDS

INSTRUCTIONS FOR THE DEVELOPMENT OF ORGANIZATIONAL PROJECTS AND PROJECTS FOR PRODUCTION OF WORK FOR MAIN REPAIRS OF RESIDENTIAL BUILDINGS

VSN 41-85 (R)

This Instruction applies to the development of projects for organizing capital repairs of residential buildings (hereinafter referred to as “projects for organizing capital repairs”) and projects for carrying out repair and construction work on major repairs of residential buildings (hereinafter referred to as “work projects”).

The instruction establishes requirements for the composition, content, procedure for the development, coordination and approval of projects for the organization of major repairs and projects for the execution of work.

The requirements of the Instructions are mandatory for all organizations and enterprises, regardless of their departmental subordination, that carry out the design and implementation of major repairs of state and public housing stock, as well as housing construction cooperatives.

1. General Provisions

1.1.

1.2.

Projects for organizing capital repairs should serve as the basis for resolving issues of organizational and technical preparation and implementation of repairs, distribution of costs for repairs and repair and construction work (commercial construction products) by calendar periods (quarters, months), taking into account the requirements for the duration of repairs and provision of backlog and must be taken into account when justifying the estimated cost of repairs.

1.3.

Work projects should be developed in order to ensure optimal organization of repair and construction production through the use of the most effective methods for performing repair and construction work, helping to reduce their cost and labor intensity, reduce the duration of repairs and the timing of certain types of work, and increase the degree of use of construction machinery and equipment , improving the quality of work, as well as ensuring safe working conditions and preserving the natural environment.

1.4.

Carrying out major repairs without an approved capital repair organization plan and work execution plan is prohibited.

1.5.

For major repairs of buildings with particularly complex design solutions and work conditions performed with the use of special auxiliary devices and devices, design organizations carrying out the design of the facility must develop working drawings of these devices, devices and installations. These include, in particular:

devices for consolidating soils using cementation, clayization, silicatization and thermal consolidation methods;

scaffolding structures erected for dismantling vaults, pipes, etc.;

sheet piling fences for pits and trenches excavated near the foundations of existing buildings;

designs of loading areas installed on the building being renovated;

devices for drying walls using the charging compensation method;

The development of working drawings of other non-standard temporary buildings, structures, and production equipment should be carried out by the developer of the work project.

1.8.

The choice of options for projects for organizing capital repairs and projects for carrying out work, as well as individual solutions within them, if necessary, should be made on the basis of calculations of comparative effectiveness.

1.9.

The preparation of design materials for organizing major repairs and carrying out work must comply with the requirements of the design documentation system for construction (SPDS).

2. Project for organizing major repairs

2.1.

The project for organizing a major overhaul should form an integral part of the approved design and estimate documentation for a major overhaul, and it should be developed in parallel with other sections of the design and estimate documentation in order to interconnect space-planning, design and technological solutions with the conditions and methods of repairing facilities.

2.2.

The project for organizing a major overhaul must be developed by a design organization performing the construction design of the repair. When developing individual sections of design and estimate documentation by subcontracting design organizations, these organizations, if necessary, must develop appropriate solutions for inclusion in the capital repair organization project.

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

2.3.

Capital repair projects should be developed taking into account:

implementation of measures to protect the natural environment.

When developing projects for organizing major repairs, local climatic and other (special) conditions, crowded construction sites and other features of repair facilities should also be taken into account.

2.4.

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

2.5.

The starting materials for developing a capital repair project should be:

engineering survey materials for a major overhaul project (technical inspection);

materials of district planning schemes (projects), master plans of cities and settlements;

breakdown of the repaired facility into queues (complexes);

information on the conditions for providing the repair facility with workers and on the possibility of using existing premises and buildings for the period of repair;

data on the availability of production and technical base of contracting organizations, opportunities and conditions for its use;

information about the availability of inventory of mobile or prefabricated industrial and household premises at contractor organizations;

data on the planned and actual average annual (average monthly) production of construction machines, means of transport, workers of contractors at similar sites;

data on the possibility and timing of vacating residential buildings from residents and tenants (during renovations with the resettlement of residents).

The specified source materials must be provided by the customer and the general contractor to the design organization developing the capital repair project within a time frame that ensures its timely development.

2.7.

The project for organizing a major overhaul should be developed for the volume of repairs provided for by the project. When carrying out major repairs in separate stages, the project for organizing major repairs for the first and subsequent stages must be developed taking into account the full scope of repairs.

2.8.

The composition of the capital repair organization project should include:

a) calendar plan for capital repairs (recommended appendix 1, form 1), which should determine the timing of repairs, provide the distribution of repair costs and volumes of repair and construction work by time frame (including work in the preparatory period), and when breaking down repairs into queues (complexes) - deadlines for completing these queues or complexes;

If organizational and technical solutions cover the territory outside the site, then in addition to the construction master plan, the project should also include a situational plan with the location of access roads, intermediate storage areas, temporary power lines, indicating traffic diversion schemes and the transfer of technical means of traffic control etc.;

c) a statement of the volume of basic repair, construction, installation and special work (recommended appendix 1, form 2), determined by the design and estimate documentation, highlighting the volume of work of the preparatory period and, if necessary, by queues (complexes);

d) a statement of requirements for basic building structures, parts, materials and equipment (recommended appendix 1, form 3), compiled for the facility as a whole, including the work of the preparatory period, and, if necessary, for individual stages (complexes), based on the volume of work and current standards for the consumption of building materials;

e) a schedule of the need for basic construction machines and vehicles for the repair project as a whole, compiled on the basis of the physical volume of work, the volume of cargo transportation and the production standards of construction machines and vehicles;

f) a schedule of the need for workers by category, drawn up in accordance with the volume of repair and construction work for the main organizations involved in major repairs, and the planned production standards per worker of these organizations;

g) explanatory note containing:

justification of production methods and possible combination of repair and construction, installation and special work, including those performed in winter conditions;

solutions for performing technically complex processes to replace and strengthen the structures of buildings being repaired;

measures to ensure the stability of walls and the spatial rigidity of buildings during the complete replacement of floors;

occupational safety measures;

measures to ensure the safety of residents and tenants in buildings being repaired without vacating and buildings located on the construction site or adjacent to it, as well as the safe movement of pedestrians and vehicles on adjacent highways;

conditions for preserving the natural environment;

justification of the need for construction machines, vehicles, power plants, warehouses and storage areas, energy resources, temporary buildings and structures, household premises;

a list of auxiliary structures, fixtures, devices and installations, as well as complex temporary structures and devices, working drawings of which must be developed by design organizations as part of working drawings for major repairs of the facility;

justification of the need for workers;

list and volumes of work performed in cramped conditions, work on reloading materials and structures, which are subject to cost-increasing factors;

measures to ensure highly productive work of builders without disturbing the normal living conditions of residents in buildings under renovation (during major repairs without evacuation of residents);

justification for the accepted duration of major repairs.

In the project for organizing a major overhaul, it is necessary to provide the following technical and economic indicators:

full estimated cost of major repairs, including repair and construction work, thousand rubles;

standard duration of major repairs, months. or working days;

maximum number of employees, people;

labor costs for repair and construction work, man-days.

2.10.

When overhauling residential buildings without relocating residents, it is necessary to establish the priority and procedure for the combined execution of repair and construction work, indicating the premises in which the power supply is turned off during the work, and the passage of residents and (or) tenants is prohibited.

2.11.

When carrying out major repairs of objects in harsh natural conditions, projects or basic provisions for organizing major repairs, in addition to the requirements set out in clause 2.3, must take into account the possibility of influence on the preparation, organization and implementation of major repairs by physical, geographical and economic factors specified in CH 47-74 for the Northern construction-climatic zone, for mountainous and high-mountain areas, as well as for desert and semi-desert areas and areas with a hot climate.

3.1.

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

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

3.2.

The work project must be developed by a general contracting organization. If there is a need for more detailed design development of issues related to the production of special work performed by specialized subcontractors, these organizations must, in development of the relevant sections of the work project of the general contracting organization, develop projects for the production of special types of work.

For complex objects, by order of contracting organizations, work projects can be developed by specialized design or design and technological organizations (Orgtekhstroy, Orgtekhremstroy, etc.).

The development of work projects should be carried out at the expense of the contractor's overhead costs.

3.3.

Work projects should be developed taking into account progressive methods and methods of organizing repair and construction production, including providing for:

the use of industrial structures, factory-made parts and assemblies, construction semi-finished products;

comprehensive reduction of manual labor through mechanization of repair and construction work;

application of effective technological processes that ensure reduction of labor costs and the required level of quality of work;

maximum use of inventory technological and organizational equipment, rational tools;

the use of network models, dispatch, electronic computer technology to manage repair and construction production;

use of complete supplies of materials and products for a section, floor, apartment, etc.;

application of advanced brigade forms of labor organization;

organization of construction flow at repair sites with the time combination of related technological processes and uniform use of production resources and production capacities of contracting units;

compliance with labor protection rules, as well as explosion and fire safety;

implementation of measures to protect the natural environment.

3.4.

The starting materials for developing a work project should be:

project for organizing a major overhaul (basic provisions for organizing a major overhaul);

materials specified in clause 2.5 of these Instructions, if necessary, with their clarification;

approved design and estimate documentation;

planned dates for the start and completion of major repairs;

volume of work under general contracting and in-house;

volume of commercial construction products;

information about the possibility of attracting mechanization equipment from outside (by way of rent, services or subcontract);

information about the numerical and professional composition of the teams and units available in the repair and construction organization, their technical equipment and the possibility of their use;

information about the availability of technological and organizational equipment in the repair and construction organization.

3.5.

b) construction master plan with the location of repair facilities, buildings, structures, areas of the territory bordering the construction site, on-site permanent and temporary transport routes, pedestrian roads and crossings, water supply networks, sewerage, electricity, heat supply (if necessary), hoisting and transport facilities, mechanized installations, warehouses, temporary buildings, structures and devices used for repair needs, as well as premises for personal services for builders, hazardous areas and zones prohibiting the operation of load-lifting cranes, safe passage routes through the construction site and the adjacent territory. If necessary, a construction master plan should be developed for different stages of major repairs (dismantling and installation work, installation of utility networks, finishing work, etc.).

On subsidence soils, water points, temporary structures and mechanized installations using wet processes should be located on the construction site on the downstream side of the terrain being repaired or existing buildings and structures. The area around water collection points, structures and installations must be planned, rolled and covered with waterproof clothing with organized water drainage;

c) a schedule for the arrival of building structures, parts, materials and equipment at the site (recommended appendix 2, form 2), and in the case of complete forms of material and technical support - documentation on the technological complete set.

Schedules for the receipt of building structures, parts, materials and equipment at the site must contain data on the receipt of these material and technical resources both for the site as a whole and for each contracting team;

d) schedule of workforce requirements for the facility (recommended appendix 2, form 3);

e) schedule of the need for basic construction machines at the site (recommended appendix 2, form 4).

Schedules for the need for basic construction machines at the site should be developed taking into account the timely completion of the work assigned to it by each complex and specialized team;

f) technological maps (technological diagrams) for performing certain types of work with a description of the sequence and methods of work, indicating labor costs and the need for materials, equipment, devices and protective equipment.

The technological maps (schemes) should include schemes for operational quality control of repair and construction work;

g) safety solutions requiring design development;

h) measures to carry out work using the team contract method, compiled on the basis of data available in working drawings, agreed upon with subcontractors and including work schedules for self-supporting teams of general contracting and subcontracting organizations, calculations of labor costs, wages, material and other resources, compositions of technological sets of technical means for equipping brigades;

i) solutions for the installation of temporary networks (water supply, power supply, etc.) and lighting of the construction site and workplaces with the development, if necessary, of working drawings for connecting networks to the facility from power sources;

j) explanatory note containing:

justification of decisions on repair and construction work, including those carried out in winter;

need for energy resources;

a list of temporary buildings and structures with calculation of needs and justification of the conditions for linking them to sections of the construction site;

justification of decisions on the applied forms of labor organization;

measures aimed at ensuring the safety and preventing theft of materials, parts, structures and equipment;

measures for the reuse of materials and products from dismantling structures and dismantling engineering equipment;

measures to control the quality of repair and construction work;

list of acts for hidden work;

measures to protect the natural environment;

technical and economic indicators;

volume of repair and construction work (commercial construction products) in thousand rubles. with distribution by performers, as well as by quarters and months;

duration of repair in working days;

general indicators for labor, with distribution by performer, as well as by quarter and month (labor intensity of work in man-days, output in rubles-kopecks per average worker), specific indicators of labor intensity of work;

level of mechanization of basic work.

3.6.

3.7.

The work project is approved by the chief engineer of the general contracting organization, and sections of the project for installation and special work are approved by the chief engineers of the relevant subcontracting organizations in agreement with the general contractor.

The project for carrying out major repairs of a residential building that is being repaired without relocating residents must be agreed upon with the head of the operating organization.

The approved work plan must be transferred to the production site two months before the start of work.

4. Additional requirements for the development of projects for organizing capital repairs and projects for carrying out work when carrying out major repairs using the group method

4.1.

When carrying out major repairs using the group method, when repair work covers buildings within the boundaries of entire blocks or parts thereof and a single construction site is organized for a group of buildings being repaired simultaneously, a general construction master plan must be developed in the work project, including:

rational scheme for organizing access roads;

placement of warehouse space, temporary buildings and structures intended to serve the entire group of facilities.

General safety measures should also be developed, due to the simultaneous operation of cranes, demolition of buildings and their parts, dismantling of structures on a large work front, as well as a consolidated enlarged schedule for the production of work in a quarter (microdistrict).

A consolidated enlarged calendar plan should be developed indicating the sequence of inclusion of individual objects in the flow and the timing of commissioning of objects or their queues (complexes).

4.2.