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Here we will briefly consider the main issues related to PPR and PPRk (this section is constantly being updated):

What are the dangers of working without PPR?

When construction supervision checks the site and documentation for the lack of a work permit for the work being carried out, a significant fine is faced - up to 300,000.00 rubles, or suspension of the company’s activities for up to 90 days. At the same time, having paid the fine, it will still be necessary to develop a PPR, otherwise a second fine will be imposed.

If an accident occurs in the absence of a project on the site, criminal liability arises for various persons in the organization - the site manager, the chief engineer, the general director. In the best case, those responsible get off with a prison sentence for a period of 5 years.

Who has the right to develop PPR?

The following legal entities have the right to develop work projects:

1. Individual entrepreneurs with industrial safety certification (issued by the Rostechnadzor department).
2. A company where at least one employee has an industrial safety certification (issued by the Rostekhnadzor branch).
3. Construction companies engaged in any type of construction (as their employees have industrial safety certification).

What does PPR consist of?

The work project in its general form contains:

Explanatory note with the contents of the sections:

• Total information;
• preparatory activities;
• work procedure;
• occupational safety measures;
• environmental protection measures;
• bibliography.

Graphic part with sheet contents:

• situational plan of the facility location;
• construction plan for the period of execution of the agreed works;
• plans and sections for the most typical work areas;
• slinging diagrams (not in all types of projects);
• list of equipment and fixtures used;
• calendar schedule of work (not in all types of projects).

Applications to the project:

• SRO certificates, etc.;
• employee certifications;
• SPR familiarization sheet;
• PPR approval sheet.

SRO approval is not required directly for the development of PPR. However, many organizations add their own SRO to the Appendices to the project.

Is the Customer responsible for the lack of PPR?

The construction customer does not bear any responsibility for the absence of a work plan at the construction site. The investor only risks his own finances if any accident occurs or construction deadlines are significantly delayed.

Technical The Customer is already responsible to the main Customer (or investor) for possible missed deadlines and unforeseen situations.

The general contractor and the contractor, in turn, are already responsible to the Customer and Rostechnadzor authorities.

What types of PPR are being developed for?

Work projects according to standards must be developed for all types of construction work without exception. However, in practice, it is accepted that PPRs are developed for the main types of work associated with danger - as a result of improper execution of which, emergencies and deaths may occur. The main list of works for which it is customary to develop projects is described. For less critical work, at the request of the Customer or investor, simplified work projects can be developed.

Typically, PPR is developed for a specific type of work, for example, concreting monolithic structures. However, cases of combining several works into one project are not uncommon. In rare cases, general PPRs are developed for the entire facility as a whole. The final decision depends on many factors, including price.

What initial data are needed to develop the PPR?

The list of initial data required for the development of a project depends on the type of work for which it is being developed. However, this list can be roughly summarized:

• construction plan from the PIC, or stage “P”;
• projects for the structure under construction (AR, KR, KZh);
• approved work schedule;
• list of available equipment (cranes, lifts, etc.).

To familiarize yourself with the task and determine the cost, the initial data in PDF format is sufficient. To develop a project, source materials are required in an editable format (usually in DWG), since manual vectorization of the necessary diagrams increases the time and cost of project development.

How to force a contractor to develop a PPR?

The need to develop a project is dictated by federal standards, therefore they are mandatory throughout Russia. The technical customer or investor has the right to demand a developed work plan for the type of work performed by the contractor. The following can be applied as additional pressure:

1. The threat of not accepting the completed amount of work without a developed project (may take some time).
2. Application of penalties, if provided for in the contract with the contractor (a likely solution).
3. Inform the supervisory authorities of Rostekhnadzor about the absence of a project for the work being performed (extreme measures, but effective).

Is there a need for PPR if there is a project?

Design and working documentation must be available at each facility (if the design is not carried out in one stage). Regardless of the details of the working documentation for the building being constructed, the PPR is the necessary documentation for the execution of work. PPR is not a replacement, and should not duplicate (!) the construction project. The project must include diagrams. answering the question “How to do it”, not “What to do”. However, the completeness and information content of the project for the structure under construction still influence the timing and cost of project development - the more detailed the main technological activities in the project are described, the easier, and therefore faster and cheaper, it is to develop a PPR.

What is the main task of PPR on site?

The main task of the project is to properly organize the work of lifting equipment, the technology of work, to answer the questions “how and in what sequence to carry out construction work so that it is fast and, most importantly, safe.” The PPR cannot replace the main design and working documentation with its technical solutions - it is based on the main technical solutions of the main documentation.

Does the PPR need to be coordinated with the general designer?

The project for carrying out the work generally does not agree with the organization that designed the object, because the general designer is simply not interested in this. However, in some cases, the PPR must be agreed upon with the building project developer:

• technical methods of work, reflected in the project, affect the safety and correct execution of building structures - the use of stressed reinforcement in cantilever floors;
• construction work is carried out on an object of cultural significance (architectural monuments);
• During construction work, it becomes necessary to transfer increased loads to the building, make installation openings, etc.

How long does it take to develop the PPR?

Typically, it takes an average of one week to develop a project. However, this indicator directly depends on the complexity of the documentation and the types of work reflected in it. Thus, the development time for the simplest PPR will be about 3 working days. The most complex project in our practice took more than two months to fully develop (before the final version was issued). Usually, if the development of a project is delayed due to its intensity, then the Customer is given separate sheets or diagrams as necessary to begin work.

Who has the right to make changes to the PPR?

The composition and content of a specific work project (WPP) are the intellectual property of the developer; the developer himself is responsible for the accuracy of the data in the project. In this regard, only the organization that developed this document can make changes to the work project. If it is not possible to contact the development organization, it is necessary to document the changes in the form of a separate PPR, formed as an addendum.

Full and incomplete regulatory composition of the PPR

The composition of work projects for industrial and civil construction is regulated by the Code of Rules SP 48.13330.2011 "Organization of construction" and according to clause 5.7.4 is divided into the following main types:

• full composition of the PPR - for any construction in urban areas (with access to the roadway, or directly in the urban area ), during any construction on the territory of an existing enterprise (if the construction work area is not located on a separate territory of a separate launch complex ), as well as in difficult geological and natural conditions (for example, when working in mountainous conditions ).
• incomplete composition of the PPR - in all other cases (when considering work carried out on separate construction sites and inside buildings under construction ).

Notes:

1. Works in urban areas- those works that are carried out directly near pedestrian zones and operated roads, as well as on buildings where people are located. In other words, when certain construction work is carried out with an increased risk of causing harm to people not associated with construction, as well as to the property of civilians or industrial enterprises.
2. Work on the territory of an existing enterprise- those works that are carried out directly on the exploited part of the industrial territory - on the territory of the location and operation of technological equipment, the movement of technological liquids and gases. In other words, when certain construction work is carried out with an increased risk of harm to the workers of the enterprise, equipment and industrial machines, when there is a risk of an accident at the enterprise.
3. Works performed in isolated areas, having fencing, checkpoints and signal signs, when safe distances from urban exploited areas are ensured - require incomplete staff project. Likewise, when certain species work is carried out inside buildings being erected are also sufficient incomplete staff PPR.

Let's take a closer look: when performing, for example, interior finishing work, the likelihood of causing harm to strangers located outside the construction site is reduced to zero. Therefore, in such cases, an incomplete composition of the project is sufficient.

Is the PPR developed by the customer or the contractor?

The work project in most cases is developed by the contractor, who directly plans certain construction works. In some cases, when a specific contractor for construction and installation work has not yet been determined, or when the Customer wishes to determine in advance the order of work and the mechanisms used, the PPR can be developed on the Customer’s instructions by specialized organizations or on their own.

Typically there is some dependency:

The PPR is developed by the contractor when:

• The contractor for a specific type of work has already been identified.
• The contractor and the customer are unanimous in the methods and procedure for performing the work, as well as the mechanisms used.
• The construction work carried out is not particularly responsible.

The PPR is developed by the customer when:

• The contractor for the construction work has not yet been determined.
• There are significant differences in the methods of producing construction and installation work, the mechanisms used, etc. between a potential contractor and a customer.
• The work being carried out is planned to be carried out at a unique facility, when this work has a significant public resonance and attracts media attention.

Comments on the PPR

Comments on well-developed PPRs do not appear often from the Customer or Technical Supervision - approximately in 15% of cases. The likelihood of receiving comments on your PPR depends on two factors - the completeness of the project and the scrupulousness of the inspector. In any case, comments to the PPR must simultaneously meet two requirements:

• must be justified (based on modern standards);
• must not deviate from the Technical Specifications.

The validity of the comments comes from the regulatory framework of the Russian Federation. Here references to methodological documentation (MDS, VSN, etc.) are not valid - that is, to those documents whose validity is not a “law” in construction. Read more about how to distinguish between standards and methodological documentation.

The comments made by the Customer must be based primarily on what was stated in the Terms of Reference for the contract. If the Customer finds it difficult at the initial stage to decide what he needs, a qualified designer will help him and explain all the nuances and possible consequences. If the Customer has agreed on a certain composition of the project in the assignment, then additions to the project not covered by the assignment are an increase in the scope of work and must be formalized in an additional agreement. Whether to increase the cost of the project is a joint decision of the designer and the Customer.

Comments on the project must be formalized in an official letter addressed to the head of the development company (or to a private person, when working with freelancers). We recommend making comments in tabular form, leaving empty columns for the contractor (designer) to answer.

Differences between PPR and PPRk

PPR- project of work production, PPRk— project for carrying out work using a crane. The differences between the two projects are minimal and depend on what types of work the PPR is being developed for.

Thus, the PPR for the installation of structures with a crane includes all the components from the PPRk for a given crane. However, the PPRk for (for example) a tower crane does not consider the process of installing something and arranging scaffolding, etc.

The main task of PPRk— consider the work with a crane (plan, section, dangerous zones, slinging diagrams). The whole project comes down to the operation of the mechanism. Thus, the PPR for a tower crane does not include installation and dismantling of the crane itself (such work is considered in a separate PPR).

The main task of the PPR— consider the safety of construction work. If such work is closely related to the operation of the crane, then the PPR includes all elements of the PPRk.

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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.

Carrying out construction and installation works without approved PIC and PPR is prohibited by Russian standards, and all deviations from the PIC and PPR must be agreed upon with the organizations that developed and approved them.

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 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;

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PRODUCTION OF WORK ON
INSTALLATION OF BUILDING STRUCTURES

VSN 193-81

MMSS USSR

I APPROVED
Deputy Minister
installation and special
construction work in the USSR

K.K. Lipodat

Moscow 1985
Ministry of Installation and Special Construction Works of the USSR

1. GENERAL PROVISIONS 2. TERMS OF REFERENCE FOR THE DEVELOPMENT OF PPR 3. BASIC PROVISIONS (MAIN TECHNICAL SOLUTIONS) FOR INSTALLATION OF OBJECT STRUCTURES 4. COMPOSITION OF THE WORK PROJECT (PPR) 5. GENERAL DATA (TITLE SHEET) 6. EXPLANATORY NOTE 7. BUILDING PLAN 8. WORK DIAGRAMS, TECHNOLOGICAL MAPS 9. ORGANIZATION OF SAFE OPERATION OF CRANES 10. STRAPING DIAGRAMS FOR LIFTING ELEMENTS (BLOCKS) OF STRUCTURES 11. SCHEDULE PLAN FOR INSTALLATION WORK 12. SAFETY SOLUTIONS FEATURES REFLECTED IN THE PPR 13. OPERATIONAL QUALITY CONTROL SCHEME (OQC) 14. WORKING DRAWINGS OF TEMPORARY STRUCTURES, INSTALLATION DEVICES AND RIGGING 15. INSTALLATION OPTIONS WITHIN PPR 16. ADDITIONAL TECHNICAL REQUIREMENTS 17. CALCULATIONS OF TECHNICAL AND ECONOMIC INDICATORS OF PPR Appendix 1 TERMS OF REFERENCE FOR DEVELOPMENT OF PPR FOR INSTALLATION OF BUILDING STRUCTURES Appendix 2 SHEET OF DRAWINGS Appendix 3 STATEMENT OF WORK SCOPE Appendix 4 FINAL TECHNICAL AND ECONOMIC INDICATORS Appendix 5 LIST OF TEMPORARY BUILDINGS AND STRUCTURES Appendix 6 LIST OF INSTALLATION EQUIPMENT, ACCESSORIES AND RIGGING Appendix 7 PROJECT PASSPORT Appendix 8 TABLE FORM OF INSTRUCTIONS Appendix 9 CALCULATION OF ELECTRICAL LOADS OK (example of filling) Appendix 10 LIST OF MECHANIZED AND HAND TOOLS Appendix 11 COST LABOR COST, WAGES, MACHINE TIME AND WORK SCHEDULE Appendix 12 TECHNICAL AND ECONOMIC INDICATORS Appendix 13 TABLE OF SLINGING SCHEDULES Appendix 14 WORK SCHEDULE Appendix 15 SPECIFICATIONS FOR SLINGS (filling example) Appendix 16 Device passport

The instruction establishes requirements for the composition, content, procedure for the development, consideration, coordination and approval of projects for the production of work on the installation and dismantling of building structures during the construction (reconstruction) of objects. With the entry into force of this instruction, the “Instructions for drawing up projects for the production of work on the installation of steel and prefabricated reinforced concrete structures" MSN 193-68. The instructions were prepared by employees of VNIPI Promstalkonstruktsiya Yu.M. Danilevich, V.S. Zilber, A.D. Sokolov and V.G. Shandarov (address for inquiries: 103473, Moscow, Sadovaya-Samotechnaya str., 13) and UkrPTKImontazhspetsstroy A.S. Belik and A.I. Schneider (252040, Kyiv, Rovenskaya st., 10a).

1. GENERAL PROVISIONS

1.1. This instruction has been compiled in addition to the “Instructions for the development of construction organization projects and work production projects” SN 47-74 in order to reflect the specifics and in relation to the installation (dismantling) of building structures.1.2. The instruction establishes requirements for the composition, content, procedure for the development, consideration, coordination and approval of work projects (WPP) for the installation (dismantling) of building structures of objects*.________________ * In the future - for the installation (dismantling) of objects 1.3. When developing a PPR, one must comply with the requirements of: state and industry standards; chapters of SNiP and other regulatory documents on structural design, production and acceptance, as well as the economics of construction and installation work approved by the USSR State Construction Committee; regulatory documents approved by State Supervision Bodies and agreed with the USSR State Construction Committee ;departmental regulatory documents on installation and special works approved by the USSR Ministry of Montazhspetsstroy in the prescribed manner; orders and instructions of the USSR Ministry of Montazhspetsstroy and organizations to which the PPR developers are subordinate; technical specifications for the development of PPR.1.4. PPR solutions should provide for the implementation of installation work using the most advanced methods that ensure safety, high labor productivity, reduced costs and reduced installation time with high quality of execution, including: comprehensive mechanization of work in order to minimize the level of manual labor, as well as the most efficient the use of installation mechanisms and vehicles; continuous production of work, ensuring uniform employment of workers and equipment; combining installation work with construction and with the work of specialized organizations, while unconditionally ensuring the safety of their implementation by each organization; choosing the direction of installation of building structures in plan and height, taking into account front of subsequent work (primarily lying on the “critical path” of the work schedule); the use of advanced methods of work production; the use of inventory buildings, fixtures and devices; ensuring the strength and stability of structures during storage, transportation, consolidation, tilting, lifting, installation and alignment, as well as installation mechanisms and devices under the influence of installation loads; creating safe conditions for workers by using the necessary means, devices and devices; for large industrial complexes, based on industry characteristics and specific working conditions of construction and installation organizations, the possibility of using the nodal method of organizations construction. 1.5. According to the importance and degree of complexity of the work, objects are divided into the most important, technically complex or with complex conditions for the work*, medium complexity and uncomplicated. For the most important, complex and medium-complexity objects, the PPR should be developed by design and design and technological organizations specializing in the development of the PPR for the relevant types of work.________________ * In the future, technically complex objects and objects with complex conditions for the production of work will be called complex objects.1.6. The list of the most important objects is compiled by the Main Directorate of the ministry with the participation of a specialized organization - the developer of the PPR, the list of complex and medium-complexity objects is compiled by the installation trust. 1.7. The organization-customer of the PPR (hereinafter referred to as the customer) is obliged to promptly (clause 2.3) transfer the terms of reference with the necessary initial data to the developer of the PPR and ensure the review, coordination and approval of the PPR. 1.8. The organization developing the basic provisions for the installation of structures of technically complex buildings and structures must establish contact with the design organization of these objects at the stage of development of the project in order to: ensure the structural, layout solutions and construction plan solutions required by the installation conditions; take into account the requirements of the installation organization by the general designer when drawing up unit prices for installation of structures in accordance with the required technology for the work.1.9. The PPR for the installation of building structures must be linked to projects for the production of construction and other types of installation and special works. When developing a comprehensive PPR (for all or several types of installation and special construction work), its sections must be interconnected in terms of time and technology for performing the work. 1.10. The style of presentation of textual materials in the PPR drawings should be concise, the volume - minimal. The PPR should not contain the content of all-Union or departmental regulatory documents, limiting itself to references to them. 1.11. Decisions made in the PPR must be justified by appropriate economic calculations and calculations for unfavorable values ​​and combinations of loads and impacts possible during the period of installation work. Individual structural elements or parts of a building (structure) under construction, used for attaching mounting fixtures and devices to them, must be checked for the specified force impacts or these force impacts must be agreed upon with the developer organization of the relevant building (structure). 1.12. The procedure for the development, consideration, coordination and approval of the PPR for the installation of structures of critical and complex objects should be as follows: establishing communication with the relevant design organization to resolve the issues specified in clause 1.8; development of basic provisions (basic technical solutions) for the installation of object structures in accordance with the requirements of section 3; consideration of the basic provisions for the installation of facility structures in accordance with clause 1.14; approval of drawings (in accordance with clause 1.15) containing a solution to the fundamental issues of the production of work developed in the basic provisions; development of a work plan based on the selected option for the production of work and approval (at the discretion of the developer) of drawings containing solutions to fundamental issues of work execution; approval of the PPR by the chief engineer of the installation department. 1.13. The procedure for developing, reviewing, agreeing on and approving a work plan for the installation of structures of objects of medium complexity* and simple ones should be as follows: consideration of options for work work (if any; section 15); development and approval of drawings containing solutions to fundamental issues of work execution (clause 1.15) ;development of the PPR in full in accordance with the requirements of section 4; approval of the PPR by the chief engineer of the installation department.________________ * If there is a written request from the customer to develop the basic provisions for the installation of structures of an object of medium complexity, the procedure for their development, consideration, coordination and approval is established in accordance with requirements of clause 1.12 of this instruction. 1.14. Consideration of the main provisions for the installation of the most important facilities should be carried out by the Main Directorate of the ministry with the participation of the developer of the PPR and the trust; basic provisions for the installation of complex and medium-complexity objects - an installation trust with the participation of the installation management and the developer of the project design; installation options, if they are made as part of the PPR (Section 15), - the customer of the PPR with the participation of the installing organization and the developer of the PPR. 1.15. Coordination of drawings containing solutions to fundamental issues of work execution should be carried out with the installation organization, with the general contracting construction organization, with the organizations that own the installation cranes, with related organizations (at the discretion of the organization performing the work), and when using existing buildings and structures for installation work , tracks and territories located outside the installation site, or during the reconstruction of existing facilities - and with the management of the reconstructed enterprise. Decisions related to the work of other organizations must be agreed with these organizations. Drawings containing solutions to fundamental issues of work production and subject to approval are: construction plan, organization of safe operation of cranes and calendar plan for installation work; at the discretion of the developer of the work permit, individual measures for the safety of the work and the scheme of work in terms of the safe operation of cranes are also subject to approval. The approval of the above drawings or individual decisions of the work permit, including the issues specified in clause 1.11, is ensured by the customer of the work permit with the participation (upon request customer of the PPR) developer of the PPR.1.16. Separate sections of the PPR that determine the organizational preparation of installation work (drawings of structural warehouses, temporary structures, complex non-standard installation devices, list of installation mechanisms, etc.), as well as requirements for the manufacture of structures, installation of foundations and supports (Section 16), ensuring the implementation of accepted methods of work must be issued within a time period previously agreed upon by the parties (developer and customer of the project), established taking into account the conditions for the deployment of installation work.1.17. The chief engineer of the installation department, who approved the PPR, has the right to make adjustments to the PPR that take into account the actual conditions, but do not cause changes in the fundamental decisions of the work, and do not reduce their safety, quality and technical and economic indicators. When developing a PPR by a specialized organization, the chief engineer is obliged to inform it in writing about the changes made. If it is necessary to make fundamental changes to the PPR developed by a specialized organization due to objective reasons, the customer of the PPR must issue an additional technical specification for reworking the project. 1.18. The organization that developed the project plan oversees the implementation of project decisions. The procedure and conditions for its implementation must be determined by departmental regulations approved in the prescribed manner.1.19. When developing a PPR for the installation of critical, complex and medium-complexity objects, individual parts of the PPR from the composition specified in these instructions can, at the discretion of the PPR developer, be separated into independent projects. In this case, interlinking references must be made in the relevant projects.1.20. When developing a PPR for the installation of foreign facilities, in addition to these instructions, one should be guided by the “Instructions for the development of projects and estimates for construction abroad with the technical assistance of the USSR” SN 219. 1.21. If there are changes or additions to the regulatory documents referenced in this instruction, the PPR should be developed taking into account these changes or additions.

2. TERMS OF REFERENCE FOR THE DEVELOPMENT OF PPR

2.1. Specialized design and design and technological organizations must carry out the development of PPR under an agreement with the customer on the basis of the technical specifications drawn up by the customer in the form of Appendix 1. The technical specifications must be attached (in 1 copy): a set of drawings (DM) and detail drawings of steel structures ( KMD), except for standard ones; a set of drawings (KL) of prefabricated reinforced concrete structures, except for standard ones; drawings of the relevant sections of the PIC, including a comprehensive network (calendar) schedule (if available as part of the documentation for the facility); copying from the general plan; data on the availability of electricity, water, steam, etc. Notes: 1. At the request of the PPR developer, the customer is obliged to submit architectural and construction drawings, design forces acting in structural elements, and other design materials, the need for which was identified during the development of the PPR. 2. If design engineering drawings are not available by the time the technical specifications are issued, they must be transferred to the PPR developer immediately upon receipt from the manufacturer. 3. If it is necessary to calculate the economic efficiency of the project, it also includes estimates for the installation of building structures, the estimated cost of the facility under construction, as well as the entire construction of the industrial complex, which includes the facility under construction. 4. To develop a PPR for the reconstruction of a building, as-built and measuring drawings, a statement of inspection of the condition of structures, as well as conditions for carrying out installation work must be additionally attached. 2.2. When developing a PPR for the dismantling of structures, the following must be attached to the technical specifications: a set of as-built drawings; a statement of inspection of the condition of structures; a PPR for installation (if any); an estimate for the dismantling of structures; conditions and time for carrying out work on dismantling structures; copying from the general plan; data about the availability and connection points of electricity, water, steam, etc. 2.3. The terms of reference accompanied by the documentation listed in clauses 2.1 or 2.2 must be issued to the organization that developed the PPR no later than 6 months before the start of installation work.2.4. Design and estimate documentation for the structures being installed after completion of the development of the PPR must be returned to the customer upon his request.

3. BASIC PROVISIONS (BASIC TECHNICAL SOLUTIONS) FOR INSTALLATION OF OBJECT STRUCTURES

3.1. The main provisions must be developed for at least two options for carrying out work and contain: a) general data (title page); b) explanatory note; c) fundamental developments of the construction plan for each option; d) fundamental developments of work execution schemes (installation diagrams) for each option; e) preliminary design of complex fixtures and devices; f) enlarged schedule of installation work for each option; g) calculation of the technical and economic efficiency of options. Note: Developments of the construction plan and work flow diagrams for the corresponding option can be combined on one sheet. 3.2. The “General Data” sheet (head page) as part of the main provisions must be made on a separate drawing and contain: a list of drawings (in the form of Appendix 2); numbers of copyright certificates and applications for inventions used in the project, symbols not indicated on other sheets drawings; consolidated enlarged statement of quantities of work, made in the form of Appendix 3 (compiled if the PPR developer has the appropriate source documentation). 3.3. An explanatory note to the main provisions should contain: links to the basis for the development of the project (work plan, technical specifications, contract, source documentation and other materials); the name and list of projects with which this project is linked and requires joint work; a brief description of the object indicating features of space-planning and design solutions, including installation connections and other data that determined the accepted options (methods) for carrying out work; a brief description of the construction site indicating the features that affect the organization of installation work; justification and a brief description of the adopted fundamental decisions regarding the technology of installation work, including selection of basic installation equipment; links to drawings of newly developed progressive solutions, used inventions, new devices; links to drawings of basic safety solutions; indications of special requirements for the performance of work arising from calculations of mounted structures for unfavorable values ​​and combinations of installation and meteorological loads and influences (wind, ice, snow, temperature), as well as from the conditions of use of this or that installation equipment and devices; final indicators for calculating the technical and economic efficiency of options (according to the form of Appendix 4). 3.4. Options for the production of work (installation) should differ in decisions affecting labor intensity, level of mechanization, cost and timing of work. In this case, for comparison, one of the options should be adopted with traditional, widely used installation technology.3.5. Fundamental developments according to clauses 3.1 c, d must be carried out with a minimum amount of graphic materials. 3.6. The fundamental developments of the construction plan for each option must contain: only the fundamental solutions of clause 7.1 a, b, c, d, f, m (indicating the required power of the main energy resources, the breakdown of the facility under construction into stages of work, taking into account the requirements of clause 7.4); a statement of temporary buildings and structures (according to the form of Appendix 5) listing only the main positions. 3.7. The enlarged calendar plan for installation work must be carried out in accordance with the requirements of Section 11, but at the same time, labor costs and the number of machine shifts of mechanisms can be determined by one of the following indicators: by the number of lifts per shift by one crane; by the output planned for each installation trust per one worker; according to calculations. 3.8. Fundamental development of work flow diagrams must comply with the requirements of paragraphs. 8.1 and 8.2 and contain only fundamental decisions according to paragraphs. 8.3 d, f; 8.4 b, c; 8.5 a, b, c; 8.6 c, d; 8.7 a, c, d, e; 9.1 a, b, d (defining mainly the essence of the options under consideration and the difference between them), as well as a list of the main installation equipment, fixtures and rigging (in the form of Appendix 6). 3.9. When calculating the technical and economic efficiency of options, the option with traditional widely used installation technology (replacement equipment) should be taken as the base option. An option with minimum reduced costs calculated in accordance with clause 2.1 "Instructions for determining the economic efficiency of using new equipment in construction and rationalization proposals" SN 509-78, must be adopted for the development of PPR; when reducing the installation time of an object, the economic effect obtained by reducing the semi-fixed part of overhead costs must also be taken into account (SN 509-78 clause 2.18), and when reducing the time of the entire construction (by reducing the installation time of the object), the economic effect must be taken into account effect in the field of operation from the operation of this facility during the period of its early commissioning (SN 509-78 clause 2.20).3.10. Drawings in basic positions should be placed in the order established in clause 3.1.

4. COMPOSITION OF THE WORK PROJECT (WPR)

4.1. The work plan for the installation of building structures of newly constructed facilities must contain: a) general data (title page); b) explanatory note; c) construction plan; d) work flow diagrams (installation diagrams), and, if necessary, specified in clause 8.9, technological maps; e) organization of safe operation of cranes (cranes); f) slinging schemes for lifted elements (blocks); g) calendar plan for installation work; i) safety decisions; j) operational quality control schemes - SOKK (in cases specified in clause 13.1); k) working drawings of temporary structures, installation devices and rigging; m) installation options (in the cases specified in section 15); m) additional technical requirements (DTT) for the design, manufacture of structures and construction work ( if necessary, determined by the developer of the PPR); p) project passport; p) calculations of the technical and economic indicators of the PPR; c) calculations of mounted structures for unfavorable values ​​and combinations of loads and impacts (if necessary, determined by the developer of the PPR); r) basic calculations of installation devices . Notes: 1. The project for the production of geodetic works (PPGR), drawn up in cases regulated by Chapter SNiP III-2-75 “Geodetic works in construction” (clause 1.5), is not included in the PPR for the installation of building structures and is developed by a specialized organization or employees of geodetic services of relevant construction and installation organizations. 2. The welding project is not included in the PPR for the installation of building structures; it is carried out in accordance with departmental regulatory documents approved in the prescribed manner. General instructions for the production and technology of welding work, which do not require separate design development, should be given on the corresponding PPR drawings. 3. The passport and calculations made as part of the PPR are included in the list of general data drawings (title sheet), but are not issued to the customer. Executed with the established signatures, they are subject to submission to the archives, indicating the code and the archive project number assigned to them. The project passport must be drawn up in the form of Appendix 7. 4.2. By written agreement with the customer, for simple structures, single- and multi-story buildings or individual parts thereof, in cases that do not require the development of complex installation devices, the PPR can be carried out in a reduced volume and must contain: a) general data (title page); b ) an explanatory note indicating the general installation period; c) a construction plan with solutions to the issues of organizing the safe operation of cranes, if possible combined with work flow diagrams (installation diagrams) and slinging of elements; d) safety solutions. Note: Standard drawings and solutions should be used for mounting fixtures and slinging diagrams. Separate development of simple mounting devices is allowed.4.3. The drawings in the PPR should be placed in the order they are listed in paragraphs. 4.1 and 4.2.4.4. PPR for the dismantling of structures and their installation during the reconstruction of individual objects should be carried out to the extent specified in clause 4.1 with a more in-depth study of the safety issues of work, determined by the conditions of the operating enterprise or the condition of the dismantled (or reconstructed) structures. 4.5. At the discretion of the PPR developer, instructions for loading (unloading), installation (dismantling) of individual elements (blocks) and work flow diagrams (clauses 4.1 d and 4.2 c), as well as safety instructions (clauses 4.1 g and 4.2 d ) when installing individual elements (blocks) can be made in tabular form in accordance with Appendix 8.

5. GENERAL DATA (CAPITAL SHEET)

5.1. The “General Data” sheet (heading sheet) as part of the PPR must be made on a separate drawing and contain: a list of drawings (according to the form of Appendix 2); a summary statement of quantities of work (Appendix 3); summary statements of installation equipment, fixtures and rigging (Appendix 6 ), mechanized and hand tools (Appendix 10), if there are several of these statements in the project; otherwise, a link should be given to the corresponding drawing; numbers of copyright certificates and applications for inventions used in the project; symbols not indicated on other sheets of drawings. 5.2. Standard design documentation, which is referenced in the project drawings, as well as drawings of departmental albums (catalogs, normals, etc.), are included in the list of drawings in the “Reference Documents” section (Appendix 2), but are not sent to the customer.

6. EXPLANATORY NOTE

The explanatory note to the PPR should be brief and contain only the basic information listed in clause 3.3.

7. BUILDING PLAN

7.1. The construction master plan (construction plan) of the installation site must contain or graphically depict (indicating the main dimensions and references): a) plans of buildings and structures under construction, as well as existing ones, underground and surface communications located in the work area and influencing the main decisions of the organization installation site; b) layout of railways, crane (rail) tracks, dead-end stops to them and roads, both existing and subject to construction, highlighting the tracks, roads and passages used by the installation organization for the movement of people, machinery and supply of structures; c ) location of temporary buildings and structures: inventory or non-inventory production and warehouse, service and sanitary facilities (workshops, logistics warehouses, offices, etc.); central and on-site storage areas (warehouses) of building structures; pre-assembly sites; trestles for installation cranes, conveyor lines, etc.; if necessary - organization of storage areas; d) connection points for electricity (indicating the required power) and, if necessary, other energy resources (compressed air, oxygen, etc.); e) location and, if necessary, directions of movement of installation mechanisms and special transport funds; places of installation and dismantling of cranes (crawler with a lifting capacity of 100 tons or more and rail); f) location of potentially dangerous areas and pits; g) diagram and design of crane tracks (the latter can be done on a separate drawing), temporary roads for movement and bases for work crawler, pneumatic wheel and truck cranes; i) general site safety and labor protection devices; fencing of the installation site, crane tracks, location of floodlight towers, transitions and crossings over railway tracks, entrances to and exits from the construction site; j) list of temporary buildings and structures (Appendix 5); k) table for calculating electrical loads (Appendix 9); l) summary list of the main installation mechanisms (according to the form of Appendix 6). 7.2. For the facility under construction, the construction plan must contain the following information: a) grid of columns, span dimensions, length and width of the building, position of the main axes of the structure; b) breakdown of the building (structure) into spatially rigid sections (captures) subject to the next commissioning for production subsequent construction and installation works (in accordance with the technical specifications for the development of the PPR); c) a list of foundations and underground structures, tunnels, communications and retaining walls that are subject to preliminary strengthening or execution before the start of installation work; d) breakdown into stages of work (according to the data given in the technical specifications for the development of the PPR). 7.3. On the organization diagrams of storage sites it is necessary to indicate: a) the location of sites for storage and, if necessary, enlargement of structures; b) the location of permanent and temporary buildings in the crane operating area; c) access roads and driveways between stored enlarged structures; d) location, binding and a list (in the form of Appendix 6) of installation equipment, fixtures and rigging for storing the structure (stops, racks, cassettes, conductors, etc.). 7.4. For complex complexes that require non-simultaneous demolition of existing buildings, multiple reconstruction of permanent and temporary railway tracks, roads, ground and underground communications, construction plans should be developed separately for each construction period.7.5. To draw up a comprehensive construction plan, the PPR developer is obliged to provide initial data at the customer’s request. 7.6. The construction plan must contain the necessary explanations for the drawing, which cannot be depicted graphically: relationships with related construction and installation organizations, requirements for the general contractor in terms of preparation of foundations and their backfilling, engineering preparation of the construction site, specific issues of labor protection and other explanations and requirements dictated by the features of the construction plan and methods of organizing and performing work.

8. WORK OUTLINES, TECHNOLOGICAL MAPS

8.1. Work flow diagrams should be developed for: loading, unloading and storage of complex spatial elements, ensuring the stability of which requires special solutions; large-scale assembly of structures into large-sized blocks; transportation of oversized structures within the construction site; tilting, lifting, installation, temporary fastening, alignment and design securing structures. 8.2. Work plans must include measures to ensure: the strength and stability of mounted structures; minimal labor costs; efficient use of mechanisms; mechanization of labor-intensive manual operations; safe working conditions; high quality of work. 8.3. Work plans must contain or provide for: a) development of special issues in accordance with paragraphs. 8.4- 8.7; b) list of installation equipment, fixtures and rigging (Appendix 6); c) list of mechanized and hand tools for labor-intensive manual operations, made in the form of Appendix 10; d) graphical representation of the method of slinging and lifting elements (enlarged blocks) of structures *;e) instructions providing for the compliance of the installed cranes with the conditions of construction and installation work in terms of lifting capacity, hook lifting height and boom outreach, while for the main elements (blocks) being lifted the following must be indicated: total lifting mass, outreach of the crane on which the corresponding installation is carried out element and lifting capacity of the crane at this reach; f) solutions and requirements for safety precautions during work (section 11), not reflected in other drawings; g) technological sequence of installation of the facility structures.________________ * Hereinafter - structural elements (blocks). 8.4. Special issues of loading, unloading and storing complex spatial structures that require development are: a) the sequence of loading (unloading); b) the position of structures after unloading, during their storage and, if necessary, their temporary fastening; c) relative position cranes and vehicles, racks, stands, other devices, places and methods of storing structures, indicating the dimensions of the binding, if this is not reflected in the construction plan. 8.5. Special issues of the enlarged assembly of structures into large-sized blocks that require development are: a) diagrams of enlarged blocks with a specification of brands of sending elements and indicating the total mass of each block; b) calculation of the volume of work for making installation connections (if the original documentation is available); c) location of assembly racks, stands, conductors, storage locations for structures before and after consolidation, if these issues are not reflected in the general plan. 8.6. Special issues of transportation of oversized structures within the construction site that require development are: a) route plan; b) cross-sections of places with limited clearance, showing the proximity of transported structures to existing buildings and structures; c) characteristics of vehicles, dimensions and weight of transported structures ;d) diagrams of loads on underground structures from transported structures; e) diagrams and fastening units of structures on vehicles. Note: Transportation schemes for oversized structures must be agreed upon with the general contractor, and in the case of reconstruction of an existing enterprise, with the management of the enterprise. 8.7. Special issues of tilting, lifting, installation, temporary fastening, alignment and permanent fastening of structures that require development are: a) the position of structures before lifting or tilting (mainly structural elements with a length of more than 15 m or weighing more than 10 tons and large blocks weighing more than 5 tons ) indicating the position of the center of gravity; b) the position of structures after installation in the design position, as well as the position of previously installed structures. If necessary, a characteristic intermediate position should be given; c) the location and fastening units of lifting equipment and devices (not specified in clause 8.3) used for tilting, lifting and installation of structures; d) methods, diagrams and units of reinforcement of mounted structures to ensure their strength and stability during installation (if necessary); e) methods and schemes for verifying temporary and design fastening of structures after their tilting or lifting and installation (if necessary). 8.8. The drawings of work flow diagrams should provide basic explanations on issues that cannot be depicted graphically (specific conditions for lifting or lowering structures, the sequence of alignment and fastening, control of forces and loads, safe working conditions, etc.). 8.9. At the request of the customer, specified in the technical specifications for the development of the PPR, for work performed with new methods, or individual complex work, technological maps can be included in the PPR. If there are standard technological maps for any types of installation work, the PPR must be given link to them.8.10. In technological maps for individual complex work or work performed using new methods, it is necessary to develop: a) work flow diagrams in accordance with the requirements of paragraphs. 8.3-8.8 without reference to a specific lifting mechanism or device. The latter is carried out on the corresponding drawings of work flow diagrams in the PPR; b) a list of mechanized and hand tools (Appendix 10); c) slinging diagrams of lifted elements (blocks) in accordance with the requirements of section 10; d) work schedule combined with labor cost calculation, wages and machine time, developed according to the form of Appendix 11. In this case, the schedule should be located to the right of the calculation table (according to the type of location of the work schedule - clause 11.1); e) working drawings of non-standard installation devices; f) technical and economic indicators for installation the corresponding structural element (or group of elements), made in the form of Appendix 12;g) specific instructions and decisions on safety precautions for work (if necessary). 8.11. The method of slinging and lifting elements (blocks) of structures must contain instructions on: a) lifting mechanisms or equipment (cranes, pulleys, etc.), with the help of which the elements (blocks) should be lifted; b) load-handling devices (traverses, blocks etc.), with the help of which the elements (blocks) should be lifted; c) the number of points at which the lifted elements (blocks) should be slinged; d) the total mass of the lifted structure element (block) (taking into account the mass of the load-handling device ).8.12. Work flow diagrams and technological maps must contain basic instructions on electrical safety during work, drawn up on the basis of chapter SNiP III-4-80 "Safety in construction", GOST 12.1.013-78 "Construction. Electrical safety. General requirements" and departmental regulations documents approved in the prescribed manner. The need to develop the “Electrical Safety” section is fully determined by the customer of the project. In this case, he is obliged to order the development of a specialized organization.8.13. Work flow diagrams and technological maps must contain basic instructions drawn up on the basis of chapter SNiP III-4-80 on the organization of sanitary and hygienic services for workers and providing them with personal protective equipment.8.14. The work flow diagram and technological maps must contain instructions on the need to perform the work listed in the appendix. 5 SNiP III-4-80, according to approval orders.

9. ORGANIZATION OF SAFE OPERATION OF CRANES

9.1. The drawing(s) for organizing the safe operation of cranes must contain or provide for: a) installation diagrams of cranes linking them to the structure being mounted (plans and characteristic sections); b) ensuring safe distances from overhead electrical networks and power lines, as well as safe distances for the approach of cranes (their protruding parts) to buildings, structures and storage areas for building structures, stacks of cargo, etc.; c) paths for workers to move around the installation site, entry points to the territory; d) conditions for installation and operation of cranes near slopes, pits; e) designation of permanent and potentially dangerous areas: f) fencing of crane tracks, instructions on installing grounding, location of the control load; g) parking places for cranes during breaks between work (if necessary, determined by the requirements for the safe performance of work by cranes); i) measures for safe operation of several cranes on the same or parallel tracks, as well as in conditions when the areas of action of the crane booms overlap; j) explanations (if necessary) of special conditions or requirements: technological sequence of individual operations performed by the crane, limitation of work due to meteorological conditions (wind, temperature, snow, ice), restrictions on the operation of cranes in operating conditions, etc.

10. STRAPING DIAGRAMS FOR LIFTED ELEMENTS (BLOCKS) OF STRUCTURES

10.1. Slinging diagrams for lifted structural elements (blocks), as a rule, should be made on one drawing and contain: a) general instructions (explanations) for slinging diagrams; b) graphical representation of slinging diagrams; c) a summary list of mounting devices and rigging, made according to form of Appendix 6; d) a table of slinging schemes, made in the form of Appendix 13, assigning a serial number to each scheme. The listed materials, including a graphic image (with name) of the slinging scheme of each lifted element (block) of structures, as a rule, should be placed on separate formats (sheets). If there are structures of the same type, you should develop a slinging scheme for the element (block) of the largest mass, and in other cases refer to the developed scheme. 10.2. A graphic image of the slinging diagram for each lifted element (block) of structures, as a rule, should contain: a) an image of the slinging of the element (block) indicating the lifting mass, the position of the center of gravity, the binding of slinging points, the size of the distance from the hook of the lifting mechanism to the top of the lifted element ( block); b) image of the load-handling device; if necessary, the following should be given: interface units of the load-handling device with the lifting mechanism and with the load being lifted; methods of unfastening an element (block).

11. SCHEDULE PLAN FOR INSTALLATION WORK

11.1. The schedule for installation work must be drawn up in the form of Appendix 14 and contain: a) a calendar schedule for the production of work; b) a schedule for the need for workers; c) a schedule for the operation of the main installation mechanisms. To draw up a comprehensive network schedule, at the request of the customer, the PPR developer is obliged issue the initial data.11.2. The work schedule must be drawn up in accordance with the stages of work, broken down into separate spatially rigid sections (engages) of the structure (by spans, tiers, floors, expansion joints, etc.), which can be presented to related organizations for acceptance for production of subsequent types of work. In the schedule, in separate positions (lines), it is necessary to indicate all individual technological operations and processes that require the use of machines and workers of various qualifications for a significant time, including: preparatory and auxiliary work (which should be given in one line if possible, i.e. in general for the entire facility without division into spatially rigid sections); loading and unloading in a warehouse, sorting, packaging; transportation of structures within the construction site; consolidation of structures; installation, dismantling and relocation of cranes; installation of structural elements of each type (columns, crane beams, trusses, etc.); making installation connections (welding, installing bolts, etc.); installing and rearranging installation devices and scaffolding; arrangement and alignment of installation crane tracks; alignment and fastening of crane rails of overhead cranes and overhead crane tracks; partial (by hooks) delivery of crane tracks for overhead cranes used for subsequent work; installation and dismantling of conveyor line equipment; painting of structures (if provided for by the installation organization); maintenance of mechanisms, machines and tools; unaccounted work with instructions their volumes in% (from 5 to 10%). Note: In agreement with the organization installing load-bearing building structures, the schedule should include the use of the main erection mechanism for the installation of overhead cranes or heavy process equipment (if any). 11.3. Labor costs and the number of machine shifts of mechanisms should be determined according to ENiR, VNiR, TNiR, local or design standards, as well as the number of lifts per shift using one crane.11.4. The work schedule must contain the final indicators: the volume of work, including the number of elements (blocks) being lifted, as well as the number of units of the main installation machines, mechanisms, equipment and vehicles, indicating the cost of their full* machine time for each brand. ________________ * Total machine time includes the time required to perform the relevant construction and installation work, and scheduled technological breaks between the specified work. These data are used in compiling summary technical and economic indicators of PPR.11.5. The schedule for the need for workers should be given under the work production schedule in the form of a diagram (Appendix 14). 11.6. The operating schedule of the main installation mechanisms is given below the schedule of labor requirements; for each mechanism under consideration, there should be a line showing the duration of work with a calculation of the total number of machine shifts for each of them. 11.7. If it is necessary to install building structures simultaneously with the performance of other types of construction and installation work, the PPR developer must take part in drawing up a schedule for the production of combined work, as well as measures to ensure the safety of their implementation. The schedule for the production of combined work must be carried out in the installation schedule or on a separate drawing and must contain instructions on: a) the time and duration of work on the installation of building structures; b) the time, duration and name of construction, installation and special work carried out in parallel with the installation of building structures, indicating the executing organizations; c) start and end dates carrying out combined work; d) measures to ensure the safety of work when combining the installation of building structures with the production of other types of construction, installation and special work, indicating the organizations responsible for their execution. The duration of each type of work on the graph is shown by one line indicating the time their beginning and end. Ensuring coordination with related organizations and approval of the specified schedule by the general contractor is the responsibility of the PPR customer. 11.8. A local network diagram should be developed only for the most important and unique objects (included in the list approved by the Ministry of Montazhspetsstroy of the USSR or the Minmontazhspetsstroy of the Union republics), for which the use of a network diagram is provided. In these cases, the PPR developer provides the initial data for drawing up a local network diagram (or draws up a local network schedule) and agrees on the final network schedule.

12. SAFETY DECISIONS REFLECTED IN THE PPR

12.1. Design developments on safety precautions during work must contain solutions: on the strength and stability of mounted structures, safe conditions for work, slinging of lifted elements (regarding slinging methods - clause 8.11) and electrical safety - on work flow diagrams (section 8). If necessary, the work flow diagrams must specify measures to ensure fire safety, or a reference to the “Fire Safety Rules for Construction and Installation Work” must be provided; on the issues of slinging lifted elements, in terms of slinging diagrams and components for them, - on the diagrams slinging of installation elements (section 10); on issues of safe operation of cranes - in the drawing "Organization of safe operation of cranes" (section 9) and on the schedule for the production of combined work (clause 11.7); on issues of organizing workplaces and passages to them - on diagrams location of scaffolding means (scaffolding diagrams): platforms, stairs, walkways, cradles, fences, protective flooring and other devices that ensure safety and convenience of access to workplaces and performance of the work itself. If necessary, the drawings of the scaffolding diagrams must specify measures to ensure fire safety of the work or provide a link to the “Fire Safety Rules for Construction and Installation Work”; for installation devices (devices) and rope elements of rigging - on the working drawings of the installation devices (section 14).12.2. The layout diagrams of scaffolding means (scaffolding diagrams) must show: a) basic plans and sections of buildings, structures or parts thereof with the location of stairs and scaffolds with their fastening points to the mounted structures; b) attachment and fastening points of parts for installing assembly ladders and scaffolding; c) places and schemes for fastening fences and safety ropes; d) method of installation, rearrangement and dismantling of scaffolding means (carried out only at the request of the customer, specified in the technical specifications for the development of the PPR); e) list of scaffolding means and parts for their installation ( according to the form of Appendix 6); e) textual explanations of the general or special (if any) conditions for the location of scaffolding means. 12.3. If it is impossible or impractical to use scaffolding means and it is necessary to perform work directly from the mounted structures, the drawings must indicate the places and methods of securing the safety belt carbine. 12.4. In the explanations for the conditions for the location of scaffolding means, it is necessary to indicate: the permissible number of people who can simultaneously be on the scaffolding means, lighting requirements (if it exceeds generally accepted standards), etc.

13. OPERATIONAL QUALITY CONTROL SCHEMES (QQC)

13.1. The PPR must contain links to the departmental albums of SOKK. The PPR developer must carry out individual operational quality control schemes only at the request of the PPR customer (stated in a letter or in the technical specifications) for the installation of new, complex and critical structures. SOKK must provide for control of: correct position, geometric shape of mounted structures (elements), quality of connections, forces in installation equipment (if necessary) and compliance of operations performed during installation with the requirements of current regulatory documents and PPR.13.2. The contents of SOKK are given in chapter SNiP III-1-76 “Organization of construction production”, clause 9.9.

14. WORKING DRAWINGS OF TEMPORARY STRUCTURES, INSTALLATION DEVICES AND RIGGING EQUIPMENT

14.1. The PPR must contain working drawings of non-standard temporary structures necessary for the installation of building structures (tracks of rail cranes, conveyor assembly lines, bulk assembly sites, on-site warehouses), as well as non-standard lifting and load-handling devices and other installation devices (including rigging). Subcontractors are required to provide the general contractor or, in agreement with him, the organization developing the PPR, with the basic data necessary for the design of roads, general site networks, etc. 14.2. Drawings of installation fixtures and devices should be developed taking into account the requirements of departmental regulatory documents approved in the prescribed manner, as well as the “Guidelines for the design of wooden structures of temporary buildings and structures” SN 432-71.14.3. Working drawings of steel structures of fixtures (devices) should be carried out taking into account the requirements of the standards of the design documentation system for construction (SPDS), as well as the unified system of design documentation - ESKD (in the case of centralized manufacturing). In this case, the development of each mounting device (device) of possible mass use, as well as rope elements of rigging equipment (slings, rods, etc.) should, as a rule, be carried out on a separate drawing. Devices (devices) of the same type or rope elements should be carried out on one drawing with a corresponding table of variable dimensions. The specification in the working drawing of the rope element should be drawn up in the form of Appendix 15.14.4. Layout diagrams of fixtures and devices, their purpose and methods of use are given in work flow diagrams, in safety decisions and in technological maps, and for complex fixtures (temporary supports, overpasses, assembly stands, etc.) - in separate drawings: wiring diagrams with a list of shipping elements in the form of Appendix 6.14.5. Steel ropes used for safety (safety ropes, fencing) must be shown on the drawings with details for their fastening and tension.14.6. For each newly developed mounting device and device, it is necessary to draw up a passport in accordance with Appendix 16. The passport is compiled for the developer’s file cabinet and is not included in the PPR.

15. INSTALLATION OPTIONS WITHIN PPR

15.1. Installation options as part of the PPR are developed in the following cases: in case of significant changes in the situation at the installation site or the structures of the installed facility compared to the initial solutions; if it is necessary to compare possible sub-options of the previously selected installation option for the facility; if this is required by the technical specifications for the development of the PPR; if the main provisions for the installation of the facility have not been developed, but in the opinion of the developer of the PPR, a comparison of possible options is required. 15.2. Requirements for the composition, content and quantity of options developed as part of the PPR must comply with the requirements of Section 3.

16. ADDITIONAL TECHNICAL REQUIREMENTS

16.1. Additional technical requirements (DTT) for the design, manufacture of structures and construction work are drawn up by the organization developing the PPR, to improve the manufacturability of installed structures in order to reduce labor costs and costs, ensure safety and improve the quality of work.16.2. The customer submits the DTT to: the design organization - on issues of improving layout and design solutions, as well as strengthening structures, including underground ones, taking into account the adopted technology for installation work; the manufacturer - on issues of manufacturing structures and the completeness of their shipment; construction organization - on issues organization of the construction site, installation of foundations and timing of their provision for installation. 16.3. In the DTT for a manufacturer of steel structures, it is necessary to provide for: a) dividing structures into sending elements in accordance with the “Instructions for the supply of steel structures by metal structures factories”; b) equipping sending elements with slinging, assembly, fixing parts and devices for field welding, installation of structures into the design position and their temporary fastening, as well as parts for fastening installation scaffolds and ladders; c) if necessary, the requirement for general or control assembly of structures of the entire structure or its individual parts in cases not specified by chapter SNiP III-18-75 "Metal structures . Rules for the production and acceptance of work"; d) a list of installation connections in which drilling of holes to the design diameter must be carried out at the installation site. 16.4. In the DTT for a construction organization, it is necessary to provide: a) the order of construction of foundations and underground structures, ensuring the systematic development of the work front and the possibility of implementing accepted installation methods; b) requirements for the construction of foundations in accordance with the accepted method of supporting and securing steel and reinforced concrete columns on them; c) installation of embedded parts in foundations and other building structures for securing installation devices; d) nomenclature and location of temporary buildings and structures (structure warehouses, paths for operation and movement of cranes and transportation of structures). 16.5. In the DTT for the design organization, it is necessary to provide: a) constructive solutions for installation connections; b) location of installation joints; c) reinforcement of structures to withstand installation loads; d) additional embedded parts in foundations, as well as mounting loops or holes for slinging reinforced concrete structures; e ) loads on foundations and underground structures (basements, tunnels) from installation cranes, vehicles and installation equipment. 16.6. DTTs must be made on drawings with an explanatory note justifying the proposed solutions.16.7. Sections of the DTT, developed after the release of drawings of the facility under construction and providing for changes in the layout or design solutions of the facility under construction, must be agreed upon with the design organization of the facility and transferred by the customer of the design work to the manufacturer and construction organization. 16.8. The coordination of the DTT with the manufacturer of structures, construction and design organizations is carried out by the customer organization of the PPR with the participation (at the request of the customer) of a representative of the organization of the developer of the DTT.

17. CALCULATIONS OF TECHNICAL AND ECONOMIC INDICATORS OF PPR

17.1. The explanatory note to the PPR must contain the final technical and economic indicators of the project (in the form of Appendix 4). 17.2. Calculation of the technical and economic efficiency of options, if they are developed as part of the PPR (section 15), must be carried out in accordance with the requirements of clause 3.9.17.3. Calculation of the economic efficiency of PPR is carried out at the request of the customer (specified in the technical specifications for the development of PPR).

Annex 1

TECHNICAL TASK
FOR THE DEVELOPMENT OF PPR FOR INSTALLATION OF BUILDING STRUCTURES

1. Customer of PPR
2.
	(Object name)
3.
		List of objects					Directive deadlines for work production
										ending
4. Customer of the object
				(name and address of organization)
5. General contractor
						(name and address of organization)
6. General designer
					(name and address of organization)
7. Developer of PPR for civil works
(name and address of organization)
8. Developer of the work plan for installation of facility equipment
(name and address of organization) 9. Data on the supply of structures (metal and prefabricated reinforced concrete) 10. Type and timing of the ordered technical documentation 11. Planned output per 1 worker 12. Data on the breakdown of the facility into stages of construction (installation) in accordance with the agreement concluded with the general contractor 13. Data on installation mechanisms, lifting equipment and transport available to the installation organization Name (brand) of mechanisms, equipment and transport Execution, modification, characteristics Quantity, pcs. Note 14. Other requirements, including special installation conditions (if any) 15. List of initial technical documentation attached to the terms of reference Object name Name of technical documentation Designation and list of drawings Technical documentation developers Drawings of steel structures (KM, KMD) Precast concrete drawings Architectural and construction drawings Copying from the general plan of the facility POS drawings, including calendar or complex network diagram Data on electricity, water, steam, compressed air, etc. Estimate for installation of building structures Estimated cost of the object

Appendix 2

LIST OF DRAWINGS

	Designation	Name		Note
		Newly developed drawings
		Applied drawings
		Reference documents
¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®

Notes: 1. In the “Format” column, indicate the format of the document of this designation, if it is made on one sheet. If the document is made on several sheets, then an asterisk is placed in the “Format” column, and in the “Note” column the formats on which this document was made are indicated in ascending order. For example: A4, A2, A1. 2. In the “Designation” column indicate the full designation of the document. In the “Reference Documents” section in the “Designation” column, in addition to the document designation, if necessary, indicate the name and code of the organization that issued the document. 3. In the “Name” column, indicate the name of the document in full accordance with the name indicated in its main inscription (stamp) or on the title page. 4. In the “Quantity” column indicate the total number of sheets of the document. 5. In the “Note” column indicate additional information (clause 1 of these notes or, for example, information about changes made to the document). 6. The number of lines allocated for a title or a note to one document is not regulated.

Appendix 3

STATEMENT OF WORK SCOPE

	Name	Unit	Quantity	Note
10 ¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	100 ¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	20 ¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	20 ¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	35 ¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®

Notes: 1. When developing the PPR, you should indicate: for complexes - the name of the facilities under construction; for objects - the name of the mounted parts or structural elements. 2. As part of the basic provisions for the installation of facility structures, a consolidated enlarged statement of quantities of work is developed.

Appendix 4

FINAL TECHNICAL AND ECONOMIC INDICATORS

Indicators	Unit	Quantity	Note
1. Estimated cost of installation work
2. Scope of work
metal structures
precast concrete
_____________
3. Total number of lifts
4. Average weight of one mounting element
5. Labor costs
6. Output per person-day	t/person days
	m 3 / person days
	rub/person days
7. Total number of machine shifts
including by crane brands: ______________
_____________
8. Output per one (average) tap
including by crane brands: ______________
_____________
9. Duration of work (calendar)
Comparative indicators of the adopted option in relation to the base one
10. Economic effect
11. Increased labor productivity
12. Conditional release of workers
¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®

Appendix 5

SHEET
TEMPORARY BUILDINGS AND STRUCTURES

Item no.	Name	Unit	Quantity	a brief description of	Note
¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®

Note: The statement should include all temporary buildings and structures (including roads) necessary for installation work; in the statements for the Basic Provisions, only the main listed items should be indicated.

Appendix 6

SHEET
INSTALLATION EQUIPMENT,
ACCESSORIES AND RIGGING

Item no.	Name, brand	Quantity	Weight in kg		Designation	Note
	Equipment
	Scaffolding means
	Load-handling
	devices
	Installation accessories and
	reconciliations
	designs
¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®

Notes: 1. In the “Designation” column you should indicate the number of the drawing, GOST or TU. 2. At the end of each section, the total mass of metal consumption is indicated, and at the end of the table - the total mass of metal consumption for newly manufactured structures.

Appendix 7

PROJECT PASSPORT

Appendix 8

tabular form of instructions
(filling examples)

TABLE FORM OF INSTRUCTIONS

Appendix 9

CALCULATION OF ELECTRICAL LOADS (filling example)

Notes: 1. The characteristics of electrical receivers are indicated according to catalog data. 2. K m values ​​are taken according to the table. R n – standard power of electrical receivers (total power of installed electric motors).

Appendix 10

LIST OF MECHANIZED AND HAND TOOLS

Name

Type, brand, drawing designation

Manufacturing plant

Note

¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®

Note: Standards for the need for tools for the installation of structures of one-story industrial buildings, for the installation of light structures, as well as brigade standard kits were developed by VNIPI Promstalkonstruktsiya.

Appendix 11

CALCULATION OF LABOR COSTS, WAGES,
MACHINE TIME AND WORK SCHEDULE

	Base	Description of work and production conditions		Scope of work	Per unit		For the entire volume		Number of units	Faucet brand	Machine time, machine hours
					N.v.a. man-hour	Price, rub.	Labor costs, person-days	Salary, rub.

Appendix 12

TECHNICAL AND ECONOMIC INDICATORS

Labor intensity, person-hours

Output per worker per day, kg

Costs, machine - see

Installation duration, h

¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ¾ ®

Appendix 13

TABLE OF SLINGING DIAGRAMS

Mounting elements (blocks)			Slinging schemes		Load-handling devices			Total lifting weight, t
Name			Type of work	Scheme number, designation of drawings	name, brand	lifting capacity	assembled weight, t
Newly developed drawings
Applied drawings
¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ®

Notes: 1. In the “Type of work” column you should indicate, for example: installation, loading, unloading, etc. 2. In the “Assembled mass” column, the mass of the assembled lifting devices with the corresponding slings should be indicated. 3. In the column “Total lifting mass” the mass of the structure element (block) being lifted should be indicated along with the mass of the corresponding load-handling devices assembled.

Appendix 14

installation schedule

with fill fragments

SCHEDULE OF WORK PRODUCTION

Appendix 15

SPECIFICATIONS FOR SLANGS (example of filling)

Position number	Designation	Name		Material	Weight, kg		Note
	GOST 7668-69	Rope 33-I-N-180: lzag 44 m
	21380M-15	Connecting link MT
	GOST 2224-72	Koush 105
	394Р-125 ¸ 127	Rope clamp d =34,5
¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®	¬ ¾ ¾ ¾ ¾ ¾ ®

Note: in the “Designation” column you should indicate the number of the drawing, GOST or TU.

Competent organization of construction work is impossible without drawing up correct design documentation. All documents are drawn up in accordance with approved rules and regulations. The purpose of drawing up documentation is to improve technical culture, introduce new construction technologies, reduce costs for building materials and increase work safety.

When developing, the following projects must be drawn up:

• traffic organization (TMO);
• construction organizations (POS);
• production of work (PPR).

These documents help ensure the safety of employees when working on a construction site, improve the organization of the work process, increase labor productivity and the quality of results. With the high standards required for construction work these days, technological solutions and technical equipment must be worked out especially carefully before any work begins. For this reason, special attention at the preparatory stage should be paid to the PPR document.

What is PPR?

The work project includes: technological rules, requirements for labor protection and environmental protection. The PPR serves as the basis for compiling a list of necessary resources and materials, regulates the organization of work activities, and allows one to determine the timing and risks of future construction.

How is the PPR developed?

Who draws up the work project?

The general contracting construction and installation company is responsible for drawing up the PPR for the construction of a new or reconstruction of an old building. A third-party design organization can undertake the preparation of the document if an order is placed with it.

In some cases, when the volume of work being carried out is very large, the PPR may not be developed for the entire facility, but, for example, only for the installation of scaffolding, roofing, etc. Before the introduction of SNiP 3.01.01-85, such documents could not bear the name of a work organization project. Now they are called PPR, but it is always specified that the project was drawn up for specific work. If roofing installation or other special work is performed by third-party companies, they also develop PPR.

What is needed to develop a PPR?

1. A task for a design organization drawn up by the customer. It is imperative to indicate the time frame within which the project must be completed.
2. The assignment must be accompanied by a PIC and all required working documentation.
3. Information on the supply of materials and equipment, the use of construction equipment, personnel.
4. Data on technical research of operating enterprises, buildings and structures. Requirements for construction work in existing production conditions.
5. Special construction conditions - low temperatures, groundwater levels, high humidity, etc.

Basic documents of the PPR

The most significant document in the PPR is the calendar plan. The correctness of its preparation plays a big role. The success of the project as a whole largely depends on this document. The schedule lists the sequence of construction work and the time frame within which it must be completed.

Another significant document as part of the PPR is the master plan, which for brevity is called the construction plan. Its goal is to reduce construction site preparation costs, as well as provide builders with safe working conditions.

The technological map is another important document included in the PPR. Contains information about the most productive ways to perform work and their sequence. This is also where labor costs are calculated, resources are determined, and the labor organization process is planned. The technological map may also include a breakdown of the facility into sections indicating workplaces. All technological maps are divided:

• to standard ones, tied to an object;
• to standard ones, not tied to an object;
• to atypical ones, tied to an object.

The last significant document in the PPR is an explanatory note, which includes labor protection measures, calculation of the complexity of construction work and the need for additional warehouse and utility structures. The explanatory note also contains information about the economic and technical components of construction.

Who approves the project?

• Contractor's Guide.
• Representative of technical supervision.
• Chief engineer or other customer representative.

Consequences of violating the regulations

Violation of project documentation, norms and standards entails serious consequences:

• administrative fine for citizens - up to 1000 rubles;
• for officials - up to 10,000 rubles;
• for entrepreneurs who are not a legal entity - up to 10,000 rubles (suspension of activities for a period of up to 90 days is also possible);
• for legal entities - up to 100,000 rubles (or suspension of activities for a period of up to 90 days).

If the work affected elements related to the reliability of buildings and utility networks, an administrative fine will be imposed:

• for citizens - up to 5,000 rubles;
• for officials - up to 50,000 rubles;
• for entrepreneurs who are not a legal entity - up to 50,000 rubles (or suspension of activities for up to 90 days);
• for legal entities - up to 500,000 rubles (or suspension of activities for up to 90 days).

1. PD is developed in the presence of a contract for design work.

2. Design assignment (with all initial data). The development of PD is carried out mainly on a competitive basis through bidding (tenders). The final decision is made by the customer or investor.

3. The developed PD is certified by the State Inspector General or the State Administrative Officer managing the project that the PD has been developed in accordance with the State. Norms, rules and standards.

4. The developed PD in the form of technical specifications “Approved part”, or PD, regardless of the source of financing, forms of ownership and affiliation, is subject to state examination.

5. Approval of projects - is carried out depending on the source of funding.

During construction at the expense of capital investments from the republican budget of the Russian Federation, the PD is approved in the manner established by the Ministry of Construction of Russia in accordance with the interested ministries and departments for which construction is being carried out.

During construction at the expense of cap. Investments financed from existing republics, territories, regions, autonomous entities, Moscow, etc. - approval is carried out by State bodies. Management or in the manner prescribed by them.

During construction using non-budget financial resources, the project is approved by the customer (investor).

Organizational and technological documentation (department)

OTD is regulated by SNiP 3.01.01.-95 “Organization of construction production”.

The development includes:

construction organization project (COP) – development of a design organization.

work execution project (WPP) - development of a contracting organization on the basis of a PIC.

work organization project (WOP) - developed by a construction and installation organization in the form of a comprehensive schedule for several objects. The construction of any facility is permitted only on the basis of developed solutions for organizing construction and work technology adopted in the PIC and PPR.

The PIC is being developed for the full scope of construction. PPR is developed, at a minimum, for the object or its stage.

Construction organization project (village).

The PIC is developed as part of the project mainly for the customer and is mandatory for both the customer and the contractor.

The PIC is developed at the end of the design

Source materials for PIC

PIC design assignment

Source materials for the assignment for developing PD.

Engineering-geological surveys.

Directive construction period.

Coordination with the tender construction organization on materials, design, construction machines, human resources, temporary engineering and transport networks.

Special requirements for construction in difficult conditions and for unique objects.

Basic design solutions with production technology, broken down into construction phases, launch complexes and units.

Data about contractors, capacity, location and what conditions are needed for workers.

Conditions for advancing the development of production base of a construction organization.

The needs of social, everyday and communal development of the construction area.