Work execution project (WPP) - this is a set of documents defining the procedure for performing work and providing them with resources. PPR can be developed for: the construction of individual structural elements, parts of a building and structure; for the construction of buildings and structures in general; for the performance of certain technically complex construction, installation and special construction works and for the work of the preparatory period.

Responsible for the development of the PPR are: for the PPR for the construction of new, expansion and reconstruction of enterprises, buildings and structures - the general contracting construction organization; for PPR for certain types of general construction, installation and special construction work - specialized construction organizations performing these works.

Organizations responsible for the development of PPR can carry out this work either on their own or involve design, design and engineering organizations and design and technology trusts (Orgtekhstroy, Orgstroy, etc.).

The initial data for developing the PPR are:

assignment for the development of a PPR with justification for the need to develop it for the building or structure as a whole, its part or type of work and indicating the development time frame;

construction organization project;

necessary working documentation and conditions for the supply of building materials, structures and equipment, use of the structure.

body machines and vehicles, providing workers for construction workers in the main professions, production and technological equipment and transportation of construction materials.

The PPR for the construction of all or part of a building or structure includes:

Site construction master plan (construction plan), which should show: the boundaries of the construction site and the types of its fences; existing and temporary underground, ground and air networks and communications; permanent and temporary roads, as well as traffic patterns for vehicles and machinery;

installation locations, travel routes and coverage areas of construction and lifting machines; placement of permanent, under construction and temporary buildings and structures; locations of geodetic alignment signs; hazardous areas; ways and means of lifting workers to working tiers (floors): passages into buildings and structures;

placement of sources and means of energy supply and lighting of the construction site, as well as grounding loops; locations of sites and premises for storing building materials and structures, as well as devices for removing construction waste; sites for larger assembly of structures;

location of premises for sanitary services for construction workers, drinking water installations and recreation areas; high-risk work areas.

Schedules for the receipt of construction materials, structures and equipment at the site with data on their receipt for each contracting team with the attachment of picking lists.

Movement schedules for workers and main construction vehicles around the site.

Technological maps (schemes) for the performance of certain types of work with the inclusion of operational quality control schemes (OQC), a description of work methods, an indication of labor costs and the need for materials, machines, equipment, devices and protective equipment for workers.

Solutions for the production of geodetic works, including layouts of signs for carrying out geodetic constructions and measurements and instructions on the required accuracy and technical means of geodetic control of construction and installation work.

Safety solutions developed on the basis of SNiP 12-03-2001.

Solutions for laying temporary networks of water, heat, power supply and lighting (including emergency) of a construction site and workplaces with the development, if necessary, of working drawings for connecting networks from power sources.

Lists of technological equipment and installation equipment, as well as load slinging diagrams.

the need for energy resources and solutions to satisfy it;

measures aimed at ensuring the safety and preventing theft of materials, products, structures and equipment at the construction site, in buildings and structures;

measures to protect existing buildings and structures from damage;

environmental measures.

a list of inventory buildings and structures and devices with a calculation of the need and justification for the condition of linking them to sections of the construction site;

technical and economic indicators, including volumes, duration and cost of construction and installation works, level of mechanization and labor costs both in general and per 1 m3 of volume, 1 m2 of building area per unit of physical volumes of work, etc.

In accordance with the requirements of SNiP 3.01.01-85*, the mandatory sections of the PPR for the construction of all or part of a building or structure are: calendar plan for the work on the facility; object construction plan; technological maps; decisions on geodetic work, safety precautions, laying temporary utility networks and an explanatory note.

The PPR for certain types of work includes:

Schedule plan for the production of work of this type.

Construction master plan (stroygenplan).

A technological map for the production of this type of work with the inclusion of an operational quality control scheme (OQC), a description of work production methods, data on the need for basic materials, structures and products, as well as the machines, equipment and devices used.

A brief explanatory note, including the necessary justification and technical and economic indicators.

In addition, the project for carrying out geodetic work must include: instructions on the accuracy and methods of work when creating a layout network of a building, structure and detailed layouts; layout diagrams of distribution network points, installation marks, beacons and methods of securing them; designs of geodetic signs; list of executive geodetic documentation.

The PPR for the preparatory construction period includes:

Schedule of work for the object (type of work).

Construction master plan (stroygenplan), which indicates: the location of temporary, including inventory buildings, structures and devices, off-site and on-site networks with their connections to places of connection and consumption, and permanent facilities erected during the preparatory period for construction needs.

Technological maps.

Traffic schedules for workers and main construction machines.

The schedule for the arrival at the construction site of the building materials, structures and equipment required during the preparatory period.

Schemes for placing signs for performing geodetic constructions, measurements, as well as instructions on the required accuracy and technical means of geodetic control.

An explanatory note, the content of which is similar to the content of the explanatory note included in the PPR, developed for the construction of the entire building (structure) or part of it.

Work execution project (WPP) - document developed by a construction organization;

The PPR must be transferred to the construction site no later than 2 months before the start of work.

PPR is developed, at a minimum, for the object or its stage.

Raw material:

development task with deadlines;

working documentation, including PIC;

conditions for the supply of material resources, equipment;

use of construction machines, vehicles and provision of workers;

materials of technical inspection of buildings and structures, reconstructed objects, or existing ones nearby;

requirements for construction and installation works in the conditions of existing production (during reconstruction).

PPR composition:

1) Schedule plan for the facility by type of work.

2) Stroygenplan

3) Schedules for the movement of work crews, main construction machines and mechanisms around the site.

4) Schedules for setting mat. Resources, equipment for the site and distribution among teams.

5) Technological maps for certain types of work with operational quality control systems.

6) Geodetic work.

7) Technological equipment, installation equipment, labor protection and equipment

security.

8) Explanatory note - justification for all decisions made, as well as measures to protect existing buildings and structures and environmental measures.

9) TZTs: volume of construction, duration of construction, specific

labor costs, level of mechanization, cost of work, profit. The PAR is developed for the preparatory period and the PAR for certain types of work.

A work production project is often developed for particularly difficult installation, finishing or special work. The PPR for installation of prefabricated structures includes:

Calendar (shift, hourly) schedule for the production of work on the facility, combined with schedules for the need for workers and machinery;

Construction master plan for this type of work with the arrangement of the necessary cranes, routes for their movement, organization of storage facilities and permitted movement zones within the site;

Methods and schemes for the production of work and, if necessary, a technological map (maps) for the production of work indicating the mandatory and controlled geodetic work;

Technical and economic indicators for the work project;

An explanatory note with the necessary explanations and justifications for the decisions made in the PPR.

The development of a project for the installation of a building frame begins with the determination of the basic provisions (general concept of work), which include installation methods, the necessary installation equipment and the timing of the work.

These basic provisions for the work are agreed upon with the project customer (construction or installation organization). They should be based on the working drawings of the structures recommended in the project, so that the PPR takes into account their specific features and proposes a technology for their installation. Basic provisions are developed for all proposed options for carrying out installation work. Options for work production methods should differ not only in the installation mechanisms used, but also in the technology of installation work. The choice of the optimal option is carried out by comparing technical and economic indicators: the features and cost of mechanization options, the complexity and duration of work for each of them.

The main provisions must contain an explanatory note with the scope of work, a fragment of the construction plan for each option, diagrams and an enlarged work schedule and technical and economic indicators. The development of a work project begins only after approval of one of the installation options proposed by the contractor, the head of the installation organization and the general contractor (the construction organization carrying out the construction).

The work design establishes the sequence of installation of structures, measures to ensure the required accuracy of installation of elements, spatial immutability of structures during the process of enlargement and installation, stability of parts of the building during the construction process, the degree of enlargement of structures and, necessarily, the safety of the work. The completed PPR is reviewed, approved and accepted for execution by the installation organization.

The main part of the PPR for a complex construction process or simple construction work is a technological map, which includes the following sections:

1. Scope of application - composition and purpose of the construction process;

2. Material and technical resources and selection of basic mechanisms - data on the need for materials, semi-finished products and structures for the projected scope of work, the need for mechanisms, tools, inventory;

3. Calculation of labor costs and machine time - a list of operations performed, the volumes of labor required to perform them;

4. Hourly or shift work schedule - the relationship of processes over time, the sequence and total duration of their implementation;

5. Technology and organization of a complex process - list and technological sequence of operations, composition of units or teams of workers. The section should contain working drawings of mounting devices and rigging; slinging diagrams for the main structural elements of the frame; locations of installation scaffolds, fences, passages and stairs;

6. Quality requirements. Operational control.

Acceptance of work - instruments and equipment used for control, instructions for its implementation, mandatory measures for operational quality control of installation work performed and connections of installation elements, assessment of the quality of individual processes;

7. Safety precautions - measures to ensure the safety of construction processes, including organizing the safe operation of installation mechanisms;

8. Technical and economic indicators - labor costs per unit of measurement, duration of work according to the technological map.

More information on this topic HERE. Work execution project (PPR, PPRk)

- documentation that elaborates in detail the issues of rational technology and organization of construction of a specific object at a given construction site.

Any organized construction is impossible without construction documentation, which includes, in particular, the development of documents such as POS (construction organization project) and POD (traffic organization project), PPR (works project), which help ensure the correct organization of construction of buildings and structures and the safety of people and vehicles during construction work, and also affects the improvement of the quality of construction work.

Due to the increased complexity of construction and installation work, the need arose for a thorough study of technical and technological solutions taken during the execution of work. To solve all these issues, a well-developed work production technology is needed, namely PPR (work production project). A work project is a basic document with a list of technological rules, requirements for labor protection and environmental safety, according to which work is organized, the optimal construction time is determined, the necessary resources are determined, and possible risks are worked out.

In the system of organizational and technological preparation of construction work, the project for the execution of works is the main document. The composition and content of the PPR must comply with SNiP 12-01-2004 “Construction Organization” and SP 12-136-2002 (clause 4).

Work projects (WPP) for the construction of new, expansion and reconstruction of enterprises, buildings or structures are developed by general contracting construction and installation organizations. For certain types of general construction, installation and special construction work, work production plans are developed by the organizations performing these works. Projects for the production of work ordered by a general contracting or subcontracting construction and installation organization can be developed by design, design and construction organizations, as well as design and technological trusts (institutes): Orgtekhstroy (Orgstroy).

According to the current regulatory documentation, Work Projects are required to be produced for lifting mechanisms, as well as for types of work that allow the occurrence of a hazardous production factor.

MDS 81-33.2004 List of overhead cost items in construction

III. Costs of organizing work on construction sites

8. Costs for designing the work . This item takes into account labor costs (with deductions to the unified social tax from labor costs) employees of design and estimate groups and work design groups and links to standard temporary buildings and structures located under construction trusts (firms) or directly under construction (specialized) structural divisions, other costs for the maintenance of these groups, payment for the services of design organizations and trusts for drawing up work projects and providing technical assistance.

According to documents approved by order of the Federal Service for Environmental, Technological and Nuclear Supervision dated May 10, 2007. No. 317 - installation of cranes and other lifting machines, organization and performance of construction or installation work with their use are regulated by crane work projects (PPRk) developed for these purposes.

PPRk and technological maps for construction, installation and loading and unloading operations using lifting machines should be developed by specialists who have experience in developing a project for the production of work with cranes (PPK), in construction, as well as those who have been trained and certified in the field of industrial safety of hazardous production facilities in the manner established by Rostekhnadzor authorities. Projects using lifting machines are coordinated with the owners of these machines and, in accordance with the Federal Law “On Industrial Safety of Hazardous Production Facilities” (No. 116-FZ), must undergo an industrial safety examination in special expert centers.

The main parts of the PIC and PPR are the construction plan and calendar plan, on the basis of which all kinds of statements and schedules for the consumption of various resources are compiled.

The work project consists of three documents - a construction plan, a work schedule and an explanatory note.

Stroygenplan (construction master plan)– the second most important document of the PPR. Careful preparation allows you to reduce the costs of organizing a construction site to reasonable limits and, at the same time, create safe conditions for productive work. It establishes: the boundaries of the construction site, the location of permanent, under construction and temporary buildings and structures, existing, newly laid and temporary underground, above-ground and overhead networks and utilities, permanent and temporary roads, installation sites for construction and lifting machines, indicating the routes of their movement, sources and means of energy supply and water supply to the construction site, storage areas for materials and structures, pre-assembly sites, etc. When designing a construction plan, our specialists consider various options for organizing the construction site, from which the most optimal one is selected.

Work production schedule, of course, is the key document of the PPR. The success of the project implementation largely depends on the quality of its development. The schedule plan is a model of construction production in which a rational sequence, priority and timing of work at the site are established.

Explanatory note– an important element of the PPR is the explanatory note. It describes the conditions and difficulties of construction, indicates measures for labor protection and environmental protection, substantiates the size of warehouse space, the number and size of auxiliary temporary structures and premises, calculations of temporary utility networks, the choice of machines and mechanisms, i.e. justification for all decisions made in the graphic part. The explanatory note provides technical and economic indicators of construction (in the PIC - for the entire complex of objects, in the PPR - for one specific object).

Sometimes, with large volumes of work, work permits are drawn up not for the object, but for some type of work, for example, for excavation work, for the installation of prefabricated reinforced concrete structures, for roofing work, etc. Similar projects were widely used in the construction of such plants as VAZ and KAMAZ. Previously, such documents were usually called work organization projects (WOP), but in the current standards (SNiP 12-01-2004 to replace SNiP 3.01.01-85) they are also called WPR with the caveat that these are projects for the production of specific works.

Technological issues of PPR

The PPR must contain technological maps (schemes) for performing the largest, most complex or new types of work.

A technological map (TC) is a document that sets out the most rational methods and sequence of performing the type of work in question, the organization of labor, the necessary resources, and the calculation of labor costs. Technological maps usually include text and graphic material, including diagrams of workplaces indicating the scope of work, the boundaries of the areas into which the object is divided (captures, plots), the location of stationary machines or the route of movement and parking of mobile machines. Examples of work that require technological maps can be excavation work performed in large volumes, in drainage, hydraulic engineering, industrial, and sometimes in residential (with large basements) construction; concrete work - when concreting the body of the dam, pedestals for equipment, when constructing walls in the ground, deep supports. They are necessary when using concrete pumps, injection equipment, etc. TC can be of three types:

• typical without reference to specific objects
• standard with reference to standard objects (currently their role has decreased due to a sharp decrease in the use of standard projects)
• individual with reference to a specific project

The PPR may also contain labor process maps (LPMs). KTP has approximately the same goals as TC, but compared to TC and KTP they cover a smaller number of operations and represent a means of more detailed elaboration of the actions of builders. KTP include three sections:

• general information about this type of work
• organization of labor and workplace
• working methods

For example, when constructing a pile foundation, a labor process map may cover only the driving of piles or only the cutting of the heads of these piles, only the installation of the cap (with a grillage-free option), etc., while the technical documentation would cover the construction of the entire pile foundation. To perform any structural element of a building or structure, a set of labor process maps is usually used. QTPs are most often made standard without reference to a specific object.

The work project includes:

• Work schedule;
• Construction master plan;
• Schedules for the arrival of building structures, products, materials and equipment at the site;
• Schedules for the movement of workers around the facility;
• Technological maps;
• Solutions for geodetic work;
• Safety solutions;
• Lists of technological equipment and installation equipment, as well as load slinging diagrams;
• Explanatory note containing:

Justification of decisions on the performance of work, including those performed in winter;

The need for energy resources and solutions to cover it;

List of mobile (inventory) buildings and structures and devices with calculation of needs and justification of the conditions for linking them to sections of the construction site;

Measures aimed at ensuring the safety and preventing theft of materials, products, structures and equipment at the construction site, in buildings and structures;

Measures to protect existing buildings and structures from damage, as well as environmental protection measures.

Construction master plans

A construction master plan (construction plan) is a plan of the construction site, which shows the location of objects under construction, the placement of installation and lifting mechanisms, as well as all other construction objects. These include warehouses for building materials and structures, concrete and mortar units, temporary roads, temporary premises for administrative, sanitary and hygienic, cultural and community purposes, networks of temporary water supply, energy supply, communications, etc. Depending on the area covered and the degree of detail, construction master plans can be site-specific (in PPR) or site-wide (in PIC). At the same time, for large construction projects, especially water management ones, in addition to construction plans, a situational plan is drawn up in the PIC, characterizing the construction and economic conditions of the area.

The situational plan indicates, in addition to the location of the construction, existing construction industry enterprises - quarries for the extraction of sand, gravel, factories for the production of reinforced concrete structures, bricks, metal structures; roads and railways; waterways of communication; power lines, etc. When constructing irrigation and drainage systems, the boundaries and area of ​​the irrigated and drained systems of the territory are additionally indicated, indicating the order of their commissioning, the boundaries of construction and operational areas. During the construction of waterworks, the boundaries of diversion and flooding of territories, bypass canals, and bridges are indicated.

When designing construction organizations, they strive to make maximum use of existing economic facilities for the needs of construction - construction industry enterprises, energy supply enterprises, buildings, etc. Only in the absence of such facilities or their insufficient capacity are temporary structures of a similar purpose designed.

A general construction plan covers only the construction site, but includes all its facilities. It consists of a graphic part and an explanatory note, which justifies the decisions of the graphic part. The graphic part usually includes:

• actual construction site plan
• operation of plan objects (temporary and permanent)
• symbols
• fragments of the plan (technological diagrams)
• technical and economic indicators
• notes

The scale of general site construction is usually taken to be 1:1000, 1:2000 or 1:5000.

The preparation of a general site construction plan usually begins with the placement of roads for internal construction transport and, at the same time, choosing places for general site warehouses and mechanized installations. After this, all the main construction facilities are located. The last ones are usually designed temporary networks of water supply, electricity, heat supply, etc.

When designing construction facilities, they are usually guided by the results of calculating the need for these facilities and special rules for their placement. For example, the distance from household premises to food outlets should not be more than 300...600 m (depending on the duration of the break), to sanitary premises - no more than 200 m, to the place of work - no less than 50 m. Fire breaks between temporary premises there should be 10...20 m (depending on the degree of fire resistance), between warehouses - 10...40 m.

Calculations of the need for various resources and construction facilities are given in the explanatory note. For a general site plan they are usually approximate, i.e. are based on consolidated standards per 1 million rubles. Construction and installation work On site-wide construction plans of hydraulic engineering and water management facilities, structures and devices must be shown to ensure the passage of water flows during the construction period ("construction costs"), a breakdown of the order of work for the construction of a unit or complex of hydraulic structures.

In single-stage design, usually associated with small construction projects, a site-wide construction plan is not drawn up.

Object construction plans are usually developed separately for each object shown on the general site construction plan. Moreover, such construction plans can be drawn up separately for each stage of work - for the preparatory period, for the zero cycle, for the construction of the above-ground part. The graphic part of the object construction plan contains the same elements as the site construction plan, but all issues are worked out in more detail. The scale is usually 1:500, 1:100, 1:200. The placement of construction objects is carried out, as in the preparation of a general site construction plan, in accordance with calculations and established rules. However, in this case, calculations are made not approximately for 1 million rubles, but on the basis of natural volumes of work and resource consumption rates for a specific consumer.

Drawing up an object construction plan usually begins with the selection of lifting (installation) machines and mechanisms and their rational placement. Based on this, storage areas for prefabricated structures and building materials are established, and internal roads are located. After this, all other elements of the construction facility are placed. The list of all information that the site construction plan should contain is given in SNiP 3.01.01-85.

Approximate procedure for drawing up a site construction plan

It is recommended to carry out the graphic part of the construction plan design in five stages.

The first stage may be the drawing of the facility under construction (head structure) and existing structures (existing power lines, water supply, sewerage, heating) on ​​a scale of 1:500.

The second stage may be the selection of parking areas and the path of movement of the mounting mechanism. This choice may be consistent with the technical characteristics of the installation mechanism, the dimensions and configuration of the facility under construction. On the general plan, it is necessary to schematically show the installation mechanism (at one of the parking lots) and its working area. The working area of ​​a crane is the space located within the line described by the hook of this crane. The installation area should be shown with a dotted line. The installation area is the space where loads and structures can be supplied by a crane during their installation. The installation area is determined by the external contours of the building plus 7 m for a building height of up to 20 m and 10 m for a height of 20... 100 m. In the installation area, only the installation crane itself can be placed and the layout of the mounted structures can be carried out. You cannot store materials here.

The dangerous zone of a crane is the space within the limits of possible movement and, therefore, falling of loads.

• A construction site must have at least two entrances, regardless of the traffic pattern and the location of storage areas for building materials and structures.
• The width of temporary roads for two-way traffic should be 6...8 m, for one-way traffic 3...4 m.
• The route of the road should be located closer to the working areas of the crane and its intended parking areas, but if possible not to fall into its danger zone; on the construction plan, as noted above, it should be shaded.
• Radius td width= The work schedule Tahoma for rounding on-site roads is adopted depending on the type of vehicles and dimensions carried by the structure within 12...30 m. With a diameter of 12 m, the width of the road in the turning area should not be less than 5 m.
• It is advisable to make roads circular, and if dead ends are necessary, areas for turning cars (at least 12 m) should be provided.
• The minimum distance between the road and the fence is 2.0 m, between the road and the storage area 0.5... 1 m, the road and crane tracks (if tower or gantry cranes are used) - 6.5... 12.5 m.

The fourth stage on the construction plan is to place warehouse areas (open, sheds, closed). If an additional crane is not used for unloading materials and products, then all open warehouses should be located in the working area of ​​the main (installation) crane, and semi-closed (canopies) and closed warehouses should be located at the border of this zone.

Between the road and warehouses in one-way traffic, it is recommended to provide areas at least 3 m wide for parking of vehicles for unloading.

The fifth stage is temporary administrative, utility and sanitary premises. Their number and size must correspond to the results of production calculations.

It is advisable to place household premises near the entrances to the construction site. It is prohibited to place them in the hazardous area of ​​cranes. All temporary premises must be located in compliance with fire breaks - at least 5 m.

The sixth stage may be the placement in terms of networks of temporary engineering communications - water supply, sewerage, electricity, heat supply. Depending on the purpose of each temporary room, it is planned to connect certain communications to it. External lighting is usually installed on wooden poles every 30-40m around the perimeter of the construction site.

The construction site is fenced around the perimeter with temporary or permanent fencing. This fence must be removed at least 2 m from temporary buildings, warehouses, and the roadway.

The location of all construction facilities should ensure the greatest convenience of work and the lowest material costs. The length of communications, roads, the area of ​​warehouses, sanitary, utility and administrative premises and the area of ​​the construction site itself should be minimal, but sufficient to satisfy all operational requirements.

Technical and economic indicators of the construction plan and construction in general

Technical and economic indicators are determined based on the general site and site construction plans. These may include:

• cost of construction projects as a percentage of the total cost of construction
• duration of work on organizing (deploying) the construction of the farm
• length and cost of roads, communication networks per 1 hectare of development
• coefficients of development, area use, etc.

The development coefficient is determined by the ratio of the building area to the entire area of ​​the construction site. The area utilization coefficient is the ratio of the area of ​​all temporary premises, open warehouses, sheds, roads, a building under construction with an installation area to the total area of ​​the construction site.

In general, the task of the construction plan compiler is to provide the greatest convenience for builders with the lowest possible construction costs and the lowest possible resource consumption.

In addition to the indicators for the construction plan, the general explanatory note in the PIC and PPR should contain indicators for construction work as a whole. They are regulated by SNiP and for PICs include one mandatory indicator - the total duration of construction, including the preparatory period, and two recommended ones - the maximum number of workers and the total labor costs for construction and installation work.

For PPR, only recommended indicators are established: volumes and duration of construction and installation work, their cost compared to the estimate, level of mechanization and labor costs per 1 m3 of volume and 1 m2 of building area, per unit of physical volume of work, or some other convenient indicator of labor productivity.

References

• SNiP 12-01-2004 “Construction Organization”;
• SNIP 12-03-2001 “Labor safety in construction. Part 1.";
• SNiP 12-04-2002 “Labor safety in construction. Part 2.";
• SNiP 3.02.01-87 “Earth structures, foundations and foundations”;
• SNiP 3.03.01-87 “Load-bearing and enclosing structures”;
• SNiP 21-01-97 “Fire safety of buildings and structures”;
• GOST 12.1.046-85 SSBT “Construction. Illumination standards for sites";
• GOST 12.4.059-89 “Construction. Inventory safety fences";
• GOST 23407-78 “Inventory fencing for construction sites and construction and installation work sites”;
• MDS 12-46.2008 “Methodological recommendations for the development and execution of a construction organization project, a project for organizing demolition (dismantling) work, a work execution project”;
• MDS 12-81.2007 “Methodological recommendations for the development and execution of a construction organization project and a work execution project”;
• Manual for SNiP 1.04.03-85* “Manual for determining construction duration”;
• Benefit. “Development of PIC and PPR for industrial construction”;
• Decree of the Government of the Russian Federation of February 16, 2008 N 87;
• Calculation indicators for determining the duration of construction;
• Collections of ENiR by type of work and consolidated norms of labor costs for construction work;
• SP 12-136-2002 “Labor safety in construction. Occupational safety solutions...";
• SP 2.2.3.1384-03 “Hygienic requirements for the organization of construction production...”;
• PB 03-428-02 “Safety rules for the construction of underground structures.”;
• PB 10-382-00 “Rules for the design and safe operation of load-lifting cranes.”;
• SP 12-136-2002 “Decisions on labor protection and industrial safety in construction management projects and work production projects.”;
• PPB 01-03 “Fire safety rules in the Russian Federation.”;
• Letter No. 10953-IP/08 dated 05/03/2011. on the costs of developing projects for the production of PPR works;
• VSN 237-80 - Instructions for developing projects for the installation of internal sanitary installations;
• A manual for the development of construction organization projects and work projects for housing and civil construction (to snip 3.01.01-85);
• VSN 193-81 Instructions for the development of projects for the installation of building structures
• RD 153-34.0-20.608-2003 Guidelines for the design of work for the repair of energy equipment of power plants (requirements for composition, content and design);
• RD-11-06-2007 Methodological recommendations on the procedure for developing projects for performing work with lifting machines and technological maps for loading and unloading operations;
• RD 102-011-89 LABOR SAFETY. Organizational and methodological documents;
• VSN 41-85 Instructions for the development of projects for the organization and projects for the production of work on major repairs of residential buildings;