Introduction. Calculation and rationing of labor costs Yenir norms of time for types of construction work
To the question How to calculate the norms of time according to ENiR? given by the author Alexander Shtifanov the best answer is Uniform norms and prices for construction, installation and repair and construction work (ENiR) were approved by the State Construction Committee of the USSR, the State Committee of the USSR on Labor and Social Issues and the All-Union Central Council of Trade Unions for mandatory use in construction and installation, repair and construction and similar organizations, and also in subdivisions (brigades, sections) of industrial associations, enterprises, organizations and institutions carrying out construction and major repairs in an economic way simultaneously with the introduction of new conditions for remuneration of workers in accordance with the decree of the Central Committee of the CPSU, the Council of Ministers of the USSR and the All-Union Central Council of Trade Unions "On improving the organization of wages and the introduction of new tariff rates and official salaries for workers in the industrial sectors of the national economy. "
The validity period of the approved Uniform Norms and Prices is five years, during which they are subject to mandatory verification and, if necessary, replaced with new ones, and as equipment, technology, organization of production and labor improve, appropriate additions and changes are made to them.
The list of approved collections and issues of ENiR is given in Appendix. 1.
2. For construction, installation and repair and construction work not covered by ENiR, ministries and departments can develop departmental norms and prices (VNiR).
VNiR are approved by the head of the ministry or department in agreement with the relevant central or republican committee of the trade union and are mandatory for all organizations of this ministry or department.
Collections of VNiR are subject, prior to their approval, to mandatory registration with the USSR State Construction Committee with the assignment of established indices and serial numbers.
VNiR can be extended for their mandatory application to construction sites of another ministry or department only by order (order) of this ministry or department, agreed with the relevant central or republican committee of the trade union.
In the absence of such an order (instruction), the use of VNiR to pay workers in construction, installation and repair and construction organizations of another ministry or department is not allowed.
The list of collections and issues of VNiR registered in the USSR State Construction Committee is given for information in Appendix. 2.
3. For construction, installation and repair and construction work not covered by ENiR and VNiR (if VNiR are mandatory for use in construction, installation and repair and construction organizations of this ministry or department), local norms and prices are developed by methods of technical regulation, which are approved and are put into operation by the head of a construction and installation (repair and construction) organization or an enterprise (organization, institution) carrying out construction in an economic way, in agreement with the trade union committee.
4. Uniform, departmental and local norms and prices are mainly intended for the development of consolidated and complex norms, the preparation of calculations of labor costs and wages, as well as other similar normative documents for the remuneration of workers, taking into account progressive technology, mechanization, scientific organization of labor and advanced experience in organizing construction, installation and repair and construction works.
Aggregated and comprehensive standards are developed, approved and put into effect by ministries and departments. The application of uniform, departmental and local norms and rates directly to pay workers, as a rule, should not take place.
5. Prices in the ENiR collections, with the exception of specially stipulated cases, are calculated according to the following hourly tariff rates established for workers employed in construction and in repair and construction work (in construction and installation work and in ancillary industries), with a seven-hour working day * :
STATE CONSTRUCTION COMMITTEE of the USSR
Uniform norms and prices for construction, assembly
and repair and construction work
a common part
Information data
APPROVED by the decree of the State Construction Committee of the USSR, the State Committee of the USSR on Labor and Social Issues and the Secretariat of the All-Union Central Council of Trade Unions of December 5, 1986 No. 43/512 / 29-50 for mandatory use in construction, installation and repair and construction works
DEVELOPED by the Central Bureau of Labor Standards in Construction (TsBNTS) at the All-Russian Research Institute of Labor in Construction of the USSR State Construction Committee.
1. General Provisions
1. Uniform norms and prices for construction, installation and repair and construction work (ENiR) are approved by the State Construction Committee of the USSR, the State Committee of the USSR on Labor and Social Issues and the All-Union Central Council of Trade Unions for mandatory use in construction and installation, repair and construction and equivalent organizations , as well as in subdivisions (brigades, sections) of industrial associations, enterprises, organizations and institutions carrying out construction and major repairs in an economic way simultaneously with the introduction of new conditions for remuneration of workers in accordance with the decree of the Central Committee of the CPSU, the Council of Ministers of the USSR and the All-Union Central Council of Trade Unions "On improving the organization wages and the introduction of new tariff rates and official salaries of workers in the industrial sectors of the national economy. "
The validity period of the approved Uniform Norms and Prices is five years, during which they are subject to mandatory verification and, if necessary, replaced with new ones, and as equipment, technology, organization of production and labor improve, appropriate additions and changes are made to them.
The list of approved collections and issues of ENiR is given in Appendix. 1.
2. For construction, installation and repair and construction work not covered by ENiR, ministries and departments can develop departmental norms and prices (VNiR).
VNiR are approved by the head of the ministry or department in agreement with the relevant central or republican committee of the trade union and are mandatory for all organizations of this ministry or department.
Collections of VNiR are subject, prior to their approval, to mandatory registration with the USSR State Construction Committee with the assignment of established indices and serial numbers.
VNiR can be extended for their mandatory application to construction sites of another ministry or department only by order (order) of this ministry or department, agreed with the relevant central or republican committee of the trade union.
In the absence of such an order (instruction), the use of VNiR to pay workers in construction, installation and repair and construction organizations of another ministry or department is not allowed.
The list of collections and issues of VNiR registered in the USSR State Construction Committee is given for information in Appendix. 2.
3. For construction, installation and repair and construction work not covered by ENiR and VNiR (if VNiR are mandatory for use in construction, installation and repair and construction organizations of this ministry or department), local norms and prices are developed by methods of technical regulation, which are approved and are put into operation by the head of a construction and installation (repair and construction) organization or an enterprise (organization, institution) carrying out construction in an economic way, in agreement with the trade union committee.
4. Uniform, departmental and local norms and prices are mainly intended for the development of consolidated and complex norms, the preparation of calculations of labor costs and wages, as well as other similar normative documents for the remuneration of workers, taking into account progressive technology, mechanization, scientific organization of labor and advanced experience in organizing construction, installation and repair and construction works.
Aggregated and comprehensive standards are developed, approved and put into effect by ministries and departments. The application of uniform, departmental and local norms and rates directly to pay workers, as a rule, should not take place.
5. Prices in the ENiR collections, with the exception of specially stipulated cases, are calculated according to the following hourly tariff rates established for workers employed in construction and in repair and construction work (in construction and installation work and in ancillary industries), with a seven-hour working day * :
(in kopecks)
For workers employed in construction and repair and construction work, in steeplejack work ** and in work on sinking mountain slopes, the following hourly tariff rates are set for a seven-hour working day:
* Based on a six-day work week or a five-day work week with two days off.
** In accordance with SNiP III-4-80 "Safety in construction", climbers are considered to be work performed at a height of more than 5 m from the surface of the ground, floor or working deck, on which work is carried out directly from structures during their installation or repair. In this case, the main means of protecting against falling from a height is a safety belt.
(in kopecks)
The hourly wage rates of workers employed in construction and repair and construction work with difficult and hazardous working conditions, as well as in steeplejack work with harmful working conditions, are increased to 12 percent, in works with especially difficult and especially harmful working conditions - up to 24 percent on the list of works approved by the decree of the USSR State Committee for Labor and the All-Union Central Council of Trade Unions Secretariat dated October 1, 1986 No. 374 / 22-60 (Appendix 4).
Ministries and departments carrying out construction, in agreement with the relevant Central Committee of the trade union, approve the sectoral list of works with heavy and harmful, especially difficult and especially harmful working conditions for construction and installation, repair and construction organizations and equivalent organizations, as well as for subdivisions (brigades, sites), production associations, enterprises, organizations and institutions that carry out construction and major repairs in an economic way, including the work provided for in the List approved by the specified decree, as well as the work contained in the Model lists of works of other sectors of the national economy performed by these organizations and divisions.
Organizations, enterprises, associations and institutions, on the basis of sectoral lists and certification of workplaces, in agreement with the trade union committee, approve the size of the increase in hourly wage rates for specific workplaces.
These lists of workplaces are included in the collective agreement and are updated annually in connection with the implementation of measures to rationalize workplaces, mechanize manual labor, improve its organization and conditions.
With the improvement of working conditions, the increase in hourly wages is reduced or canceled completely.
For certain professions of workers of the VI category, engaged in the management of powerful and especially complex construction machines and mechanisms, their repair and maintenance, the decree of the State Committee for Labor of the USSR and the Secretariat of the All-Union Central Council of Trade Unions of the USSR No. 524 / 30-44 of December 15, 1986 established hourly tariff rates in the amount of up to 140 kopecks ... (appendix 5).
Hourly wage rates for workers who, according to the current legislation, have a six-hour working day, are calculated by multiplying the corresponding wage rates given in this paragraph by the average working time in hours per month with a seven-hour working day (173.1 hours) and dividing the result by the average working hours per month in hours with a six-hour working day (152.5 hours).
Prices in the VNiR collections and for work covered by local regulations are also calculated at the tariff rates listed above, except for cases where labor remuneration in accordance with the current legislation is made at tariff rates established for workers in the relevant sectors of the national economy (mining capital work, motor transport, railway transport, etc.).
6. Tariffication of works in the ENiR and VNiR collections was made in accordance with the ETKS of work and professions of workers: vol. 3, sec. "Construction, installation and repair and construction works", and for works not provided for in this section - according to the relevant sections and issues of ETKS.
The performance of work by workers of the wrong professions and categories that are indicated in paragraphs ENiR and VNiR cannot serve as a basis for any changes in the approved norms and prices.
7. For the incorrect application of the current norms and prices, as well as for the incorrect calculation of the volume of completed construction, installation or repair and construction work, the perpetrators should be held accountable in accordance with the current legislation.
8. If a construction site uses a more perfect organization or production technology, new more efficient materials and structures, more productive machines or equipment than provided for by ENiR and VNiR, it is prohibited to use these standards.
In these cases, prior to the development of new ENiR and VNiR, local technically justified, respectively reduced rates of time and prices should be established, approved and put into effect by the head of a construction and installation (repair and construction) organization or an enterprise (organization, institution) carrying out construction in an economic way, in agreement with the trade union committee.
In accordance with article 106 of the Labor Code of the RSFSR and similar articles of the Labor Code of the Union republics, the current norms and prices remain:
for workers who made rationalization proposals, as a result of which the output increases, - within 6 months;
for workers who provided assistance to the rationalizer in the implementation of his proposal - within 3 months.
The heads of construction and installation and repair and construction organizations, as well as enterprises (organizations, institutions) carrying out construction in an economic way, are given the right, in agreement with the relevant trade union committee, to establish young workers - graduates of vocational schools, as well as young workers of certain leading professions, those who graduated from secondary schools with industrial training, short-term courses or completed individual-team training directly in production, reduced production rates, but not more than 40 percent during the first three months of their independent work and not more than 20 percent during the next three months ...
Lists of individual leading professions, according to which young workers who graduated from secondary schools with industrial training, short-term courses or who have completed individual-team training directly in production, can be assigned reduced production rates, are approved by the ministries and departments of the USSR, the Councils of Ministers of the Union republics, Glavmosstroy, Glavmosoblstroy and Glavleningradstroy in agreement with the USSR State Construction Committee and the All-Union Central Council of Trade Unions.
9. The heads of construction and installation (repair and construction) organizations, enterprises (organizations, institutions) carrying out construction in an economic way are obliged, in agreement with the trade union committee, to revise local norms as they are introduced into production and the achieved effectiveness of technical, economic and organizational measures that ensure growth of labor productivity.
Local norms for work, the labor intensity of which has decreased as a result of measures that ensure a general improvement in the organization of production and labor at the site, should be revised at the same time at the time and in the amount established by the head of the relevant organization (enterprise, institution) in agreement with the trade union committee.
10. Uniform and departmental norms and prices, with the exception of specially stipulated cases, take into account and do not pay separately the time spent by workers on preparatory and final operations, including preparing the workplace and putting it in order at the end of the shift, for receiving materials from on-site pantries, to receive and bring tools and small devices to the place of work with their delivery after the end of work, to transitions within one object associated with changing jobs, to refueling and a point of tools in the process of work, to maintain in the order of devices and machines , as well as to receive assignments and hand over the completed work to the master or the manufacturer of the work.
11. Uniform and departmental norms and prices provide for the performance of work in compliance with the established safety rules (SNiP III-4-80 "Safety in construction"), and also takes into account the time required for periodic rest of workers during the work shift.
12. Uniform and departmental norms and prices take into account the time spent on moving materials only at the distances indicated in the corresponding introductory or technical parts of collections and chapters or text paragraphs. The movement of materials over distances in excess of those taken into account in the collections of norms should be normalized and evaluated especially in accordance with § 20 of collection 1 of the ENiR "In-building transport work". Distances of movement that are not multiples of 10 m are rounded up to the full 10 m.For example, a carry of 14 m should be normalized as a carry of 20 m.
13. When carrying out construction, installation and repair and construction work in winter conditions in the open air and in unheated rooms, the averaged coefficients given in Appendix should be applied to the uniform and departmental norms of time and prices. 3.
14. When performing work in more difficult industrial conditions than those provided for in the ENiR and VNiR (during reconstruction, technical re-equipment, expansion and overhaul of industrial enterprises, buildings and structures, during the elimination of the consequences of accidents, natural disasters, etc.), as a result, the productivity of workers is reduced, it is allowed to set coefficients in the following sizes to the norms of time and prices for the corresponding work:
a) at operating enterprises (in workshops, buildings, at production sites) in the presence of operating technological equipment (machines, installations, furnaces, cranes, conveyors, casting ladles, etc.) in the work area, or an extensive network of utilities, or dustiness of the air, or the movement of technological transport along the intra-shop and intra-plant routes - from 1.1 to 1.20, and at enterprises of the metallurgical, chemical and petrochemical industries - from 1.1 to 1.25;
b) at enterprises (in workshops, buildings, at production sites), stopped for the production of construction and installation and repair and construction works, as well as in buildings and structures of all purposes if there are objects cluttering the premises in the work area (machine tools, installations, apparatus , operational and laboratory equipment, office equipment, furniture, etc.) - from 1.1 to 1.15;
c) when performing work in greenhouses -1.1;
d) when performing work in the security zone of overhead power lines, in the places of passage of power supply communications, in operating electrical installations, near structures and objects that are energized (in cases where complete removal of voltage due to production conditions is impossible), if this is associated with a restriction of actions workers with special safety requirements - from 1.1 to 1.2;
e) at an air temperature in the workplace of more than 40 ° in rooms - from 1.15 to 1.25;
f) when performing work in closed structures and premises (collectors, reservoirs, bunkers, chambers, etc.), the upper mark of which is below 3 m from the earth's surface - 1.1;
g) when working in existing workshops of enterprises with harmful working conditions (in which the workers of an industrial enterprise have a shorter working day) - 1.15, and in the presence of production conditions specified in subparagraph "a", in addition, one of the coefficients provided for by this subparagraph.
If workers performing construction, installation and repair and construction work in existing workshops with harmful working conditions are transferred to a shorter working day, then the prices are recalculated based on the hourly tariff rates calculated in the manner specified in clause 5 of the General Part, and the coefficient, provided for in subparagraph "g" does not apply. In this case, as well as in cases where the prices in the ENiR and VNiR collections are determined from a shortened working day, one of the coefficients provided for by this subparagraph may be applied to the time rates and prices in the presence of the production conditions specified in subparagraph "a".
In cases of performance of work with a combination of production conditions specified in subparagraphs "a" - "e", only one of the coefficients provided for in these subparagraphs can be set.
The presence of conditions for the production of work that reduce the productivity of workers, the specific value of the coefficient, as well as the volume of work, standardized and paid according to the increased time rates and rates, taking into account this coefficient, are established in each individual case by an act approved by the head of the construction and installation or repair and construction organization , an enterprise (organization, institution) carrying out construction in an economic way, in agreement with the trade union committee
15. The paragraphs ENiR and VNiR, as a rule, contain:
a) a brief description of the machines (for mechanized processes);
b) instructions on the application of standards for certain complex construction processes or new types of work (if necessary);
c) the scope of work of the standardized process (listing the main operations provided for by the rules);
d) the estimated composition of the links (the name of the professions and the ratio of workers by category);
e) norms of time (N.vr.) and rates (Rass.) in the form of a fraction (above the line - N.vr., below the line - Rass.) or separately in two adjacent columns.
Time rates are indicated in man-hours, and prices are in rubles and kopecks for the meter adopted in the paragraph.
Rates are calculated by multiplying the hourly wage rate of a worker of the corresponding category (for construction processes performed individually) or the average hourly wage rate of a link (for link processes) by the time rate. Rates have been rounded to simplify payroll calculations.
The production rates, as a rule, are not given in the ENiR and VNiR paragraphs and, if necessary, can be calculated by dividing the established shift duration by the time rate and multiplying the result obtained by the number of workers engaged in the corresponding work.
16. In paragraphs ENiR and VNiR on mechanized processes, except for the time norms for workers, are given in brackets without specifying the name of the time norms for machines in machine hours. When a set of machines is operating as a single unit, the time standards for the unit as a whole are given in brackets. In some paragraphs, the time norms of machines (in machine hours) are indicated in a separate line (column).
As a rule, the time rates of machines that occasionally participate in production processes are not given in the collections.
17. In a number of ENiR and VNiR collections, along with the norms and prices for individual construction or installation processes, summarized norms and prices for the complex process as a whole are given in one table without rounding the total values. In the paragraphs containing both the summarized and their constituent norms and prices, the compositions of the links for the summarized norms and prices are not given.
18. The quality of the work performed by the workers must meet the requirements of SNiP and other applicable technical conditions for the production and acceptance of the relevant types of work. Work performed in violation of the requirements of SNiP and technical conditions is a defect and is not subject to payment at current prices.
19. Uniform and departmental norms and prices for the manufacture of building structures and parts are mandatory for use in subsidiary industries that are on the construction balance sheet of construction and installation and repair and construction organizations, if in these industries, labor remuneration in accordance with the current provisions is made under the conditions, established for construction workers.
20. If necessary, according to the conditions of production, the simultaneous application of several coefficients to the time rates (rates) provided for in the General Part and in the corresponding collections of ENiR and VNiR, the final time rate and rate for this particular case is determined by multiplying the time rate and the rate for the product of all applied coefficients ...
Example. In the note. 1 to table. 3 § 1 coll. 3 "Stone works" it is envisaged that when laying rubble foundations in trenches at a depth of more than 1.2 m, N.vr. and Rass. should be multiplied by 1.15. In the note. 2 to the same table, it is provided that if there is a N.vr. and Rass. should be multiplied by 1.1. In the case when the laying of rubble foundations is carried out in a trench with spacers at a depth of more than 1.2 m, the corresponding N.vr. and Rass. should be multiplied by 1.15 · 1.1 = 1.265.
21. Each paragraph of those collections of ENiR and VNiR, which are not divided into editions, is indicated by two numbers (cipher), of which the first corresponds to the number of the collection, and the second to a paragraph within this collection, for example, "§ E25-7" means § 7 Sat ... E-25 "Rigging works". In cases where the collection is divided into separate issues, the paragraph code is designated by three numbers, of which the first corresponds to the number of the collection, the second to the issue of the given collection and the third to the paragraph within the issue, for example, "§ E2-3-5" denotes § 5 issue ... 3 "Drilling and blasting operations" Sat. E2 "Earthwork".
22. The limits of numerical indicators (length, section, diameter, mass, carrying capacity, capacity, etc.) given in the ENiR and VNiR collections, in which “to” is indicated, should be understood inclusively.
23. When developing and applying local norms and prices, one should be guided by the provisions of the General Part of ENiR (except for clauses 12, 13 and 14).
24. Full or partial reprinting of ENiR and VNiR, inclusion of ENiR and VNiR in other collections of norms and prices, as well as their revision (change of meters, table form, paragraph construction, inclusion or exclusion of any information, etc.) without permission bodies that approved ENiR or VNiR are prohibited.
Annex 1
SCROLL
COLLECTIONS AND ISSUES OF UNIFIED STANDARDS AND PRICES
FOR CONSTRUCTION, INSTALLATION AND REPAIR-
CONSTRUCTION WORKS (ENiR)
Collection code (issue) |
Name of collections and issues |
In-building transport works |
|
Excavation |
|
Issue 1. Mechanized and manual earthworks |
|
Issue 2. Hydromechanized earthworks |
|
Issue 3. Drilling and blasting operations |
|
Issue 4. Earthworks in permafrost conditions |
|
Stone works |
|
Installation of prefabricated and installation of monolithic reinforced concrete structures |
|
Issue 2. Port and coastal protection facilities |
|
Issue 3. Bridges and pipes |
|
Installation of metal structures |
|
Issue 1. Buildings and industrial structures |
|
Issue 2. Tanks and gasholders |
|
Issue 3. Bridges and pipes |
|
Carpentry and joinery work in buildings and structures |
|
Roofing |
|
Finishing coatings for building structures |
|
Issue 1. Finishing work |
|
Issue 2. Facing with natural stone |
|
Issue 3. Finishing with industrial products |
|
Construction of heat supply, water supply, gas supply and sewerage systems |
|
Issue 1. Sanitary equipment of buildings and structures |
|
Issue 2. External networks and facilities |
|
Construction of ventilation, air conditioning, pneumatic transport and aspiration systems |
|
Insulation works |
|
Piling works |
|
Clearing the route of linear structures from the forest |
|
Drilling water wells |
|
Laying of industrial furnaces and erection of chimneys |
|
Broad gauge railway superstructure construction |
|
Road construction |
|
Green building |
|
Floor arrangement |
|
Repair Work |
|
Issue 1. Buildings and industrial structures |
|
Issue 2. Highways and man-made structures |
|
Installation of equipment for grain storage and industrial processing enterprises |
|
Welding works |
|
Issue 1. Structures of buildings and industrial structures |
|
Issue 2. Pipelines |
|
Electric installation work |
|
Issue 1. Electric lighting and high current wiring |
|
Issue 2. Overhead power lines and complete transformer substations with voltage up to 20 kV |
|
Issue 3. Overhead power transmission lines and building structures of open switchgears with a voltage of 35 kV and above |
|
Issue 4. Cable power lines |
|
Issue 5. Switchgears with voltage 35 kV and above |
|
Issue 6. Indoor switchgears with voltage up to 35 kV |
|
Issue 7. Distribution and control gear |
|
Issue 8. Electric machines |
|
Issue 9. Busbars and trolleys |
|
Installation of communication structures |
|
Issue 1. Cable communication lines |
|
Issue 2. Air communication lines |
|
Rigging works |
|
Installation of technological pipelines |
|
Acid-resistant and anti-corrosion works |
|
Installation of handling equipment |
|
Issue 1. Continuous equipment |
|
Issue 2. Equipment of intermittent action |
|
Issue 3. Suspended cable cars |
|
Installation of equipment for agricultural water supply |
|
Installation of equipment for livestock and poultry farms |
|
Installation of boiler plants and auxiliary equipment |
|
Installation of instrumentation and automation equipment |
|
Installation of equipment for gas cleaning |
|
Installation of compressors, pumps and fans |
|
Installation and dismantling of construction machines |
|
Mining works |
|
Issue 1. Construction of coal mines and quarries |
|
Issue 2. Construction of subways, tunnels and underground structures for special purposes |
|
Installation of mine equipment |
|
Issue 1. Installation of technological and tunneling equipment on the surface |
|
Issue 2. Installation of mining equipment and rigging in underground conditions |
|
Issue 3. Electrical work in underground conditions |
|
Construction of electrified urban transport lines |
|
Issue 1. Arrangement of tram tracks |
|
Issue 2. Installation of tram and trolleybus contact networks |
|
Underwater technical works |
|
Manufacturing of building structures and parts |
|
Issue 1. Forge and locksmith work |
|
Issue 2. Metal structures |
|
Issue 3. Wooden structures and details |
|
Issue 4. Parts and assemblies for sanitary systems |
|
Issue 5. Parts and assemblies for technological pipelines |
|
Issue 6. Parts and assemblies for ventilation systems and pneumatic transport |
Appendix 2
SCROLL
COLLECTIONS AND ISSUES OF DEPARTMENTAL STANDARDS AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR-CONSTRUCTION WORKS (VNiR)
Collection code (issue) |
Name of collections and issues |
Ministry (department) that approved the collection (issue) |
Railroad electrification |
||
Issue 1. Supports of the contact network |
Ministry of Transport |
|
Issue 2. Installation of the contact network |
||
Issue 3. High passenger platforms |
||
Signaling, centralization and blocking device in railway transport |
||
Issue 1. Equipment installation |
||
Issue 2. High-voltage signal lines of auto-blocking |
||
Construction of subways, tunnels and underground structures for special purposes |
||
a common part |
||
Issue 1. Work on the mine surface |
||
Issue 2. Installation and dismantling of mine structures and equipment on the surface |
||
Issue 3. Installation and dismantling of mining equipment in underground conditions |
||
Issue 4. Driving workings in an open way |
||
Issue 5. Construction of track superstructure in underground conditions |
||
Issue 6. Construction of the superstructure of the tracks on the surface |
||
Issue 7. Installation of escalators |
||
Issue 8. Alarm, centralization and blocking |
||
Issue 9. Installation, dismantling and repair of auxiliary equipment on the surface |
||
Issue 10. Installation and dismantling of auxiliary equipment in underground conditions |
||
Issue 11. Mounting and dismantling of tunneling equipment in tunnels and workings when driving them in an open way |
||
Issue 12. Special work in the construction of underground structures |
||
Special works in transport construction |
||
Issue 1. Construction of airfields |
||
Issue 2. Development and movement of soils by machines of increased power |
||
Issue 3. Installation of foundations and coatings by machines of increased power |
||
Manufacturing of parts and assemblies for electrical installations and automation equipment |
||
Issue 1. Electrical and supporting structures |
Minmontazhspetsstroy USSR |
|
Issue 2. Wiring and electrical equipment |
||
Issue 3. Busbars and contact networks |
||
Issue 4. Instrumentation and automation equipment |
||
Installation of technological equipment for industrial enterprises |
||
Issue 1. Oil refineries |
||
Issue 2. Blast furnace shops |
||
Issue 3. Heating and thermal furnaces in rolling shops |
||
Issue 4. Converter shops |
||
Issue 5. Sintering factories and iron ore pelletizing factories |
||
Issue 6. By-product coke production |
||
Issue 7. Cement plants |
||
Issue 8. Sugar factories |
||
Issue 9. Electric steel-making shops |
||
Issue 10. Rolling mills |
||
Issue 11. Manufacture of pulp and paper |
||
Issue 12. Meat processing plants, milk processing plants and refrigeration units |
||
Issue 13. Food industry enterprises |
||
Issue 14. Systems of grease and liquid lubrication and emulsion installations |
||
Issue 15. Hydraulic and pneumatic installations |
||
Issue 16. Machine tools and press-forging equipment |
||
Issue 17. Enterprises of the chemical and petrochemical industry |
||
Issue 18. Enterprises of the textile industry |
||
Issue 19. Crushing and grinding equipment |
||
Issue 20. Equipment for sorting and enrichment |
||
Installation of communication equipment |
||
Issue 1. Postal communication |
Ministry of Communications of the USSR |
|
Issue 2. Antenna mast structures |
||
Issue 3. Radio and television |
||
Issue 5. Coordinate wire communication equipment |
||
Adjustment of computer equipment |
Ministry of Industry and Communication |
|
Installation of radio television masts and towers |
Minmontazhspetsstroy |
|
Issue 1. Masts |
||
Issue 2. Towers |
||
Construction of facilities for the oil and gas industry |
||
Issue 1. Trunk pipelines |
Minneftegazstroy |
|
Issue 2. Arrangement of oil and gas fields |
||
Issue 3. Repair of special machines |
||
Installation of elevators |
Minmontazhspetsstroy USSR |
|
Special works in land reclamation and water management construction |
||
Issue 1. Excavation work during the construction of reclamation systems and water facilities |
Ministry of Water Resources of the USSR |
|
Issue 2. Cultural and technical work |
||
Issue 3. Hydraulic structures |
||
Issue 4. Repair and construction work on reclamation systems and structures |
||
Construction of river hydraulic structures and underwater crossings |
||
Issue 1. Straightening and bank protection works |
Ministry of River Fleet of the RSFSR |
|
Issue 2. Subsea pipelines, outlets and water intakes |
||
Issue 3. Ship lifting facilities (slips and slipways) |
||
Issue 4. Repair of hydraulic structures |
||
Installation and installation of building structures for power plants and hydraulic structures |
||
Issue 1. Hydraulic structures |
Ministry of Energy of the USSR |
|
Issue 2. Thermal power plants |
||
Issue 3. Cooling towers and chimneys |
||
Issue 4. Nuclear power plants |
||
Special works in energy construction |
||
Issue 1. Earthworks, drains and filters |
||
Issue 2. Installation of anti-seepage curtains, consolidation of soils, lowering the level of groundwater |
||
Installation, dismantling and repair of equipment for hydromechanized earthworks |
Ministry of Energy of the USSR |
|
Installation of equipment and pipelines of power plants and hydraulic structures |
||
Issue 1. Stationary steam turbine and gas turbine units |
||
Issue 2. Hydraulic turbines and hydro generators |
||
Issue 3. Reactor plants and equipment of auxiliary systems |
||
Issue 4. Pipelines |
||
Issue 5. Welding work |
||
Issue 6. Quality control of welded joints |
||
Issue 7. Thermal and anti-corrosion protection |
||
Issue 8. Special instrumentation, automation and dosimetric control |
||
Issue 9. Oil-filled cable lines |
||
Issue 10. Open and shielded conductors |
||
Issue 11. Structures and equipment of hydraulic structures |
||
Issue 12. Manufacturing of non-standardized equipment |
||
Special works in mine construction |
||
Issue 1. Driving of mine shafts and junctions by freezing method |
Minmontazhspetsstroy USSR |
|
Issue 2. Drilling technical wells |
||
Construction of the superstructure of narrow gauge railways |
Minlesbumprom of the USSR |
|
Construction and repair of wooden bridges |
Ministry of Avtodor of the RSFSR |
Note. The names of the ministries and departments that approved the VNiR collections are indicated as of November 1, 1986.
Appendix 3
AVERAGE COEFFICIENTS TO THE STANDARDS OF TIME
AND PRICES FOR CONSTRUCTION, INSTALLATION AND
REPAIR WORK,
PERFORMED IN WINTER CONDITIONS
General instructions
1. These coefficients are set to uniform and departmental norms of time and prices for construction, installation and repair and construction work carried out both by contract and by economic means in winter conditions in the open air and in unheated rooms. Factors cannot be applied to local codes and rates.
These coefficients are applied in subsidiary industries that are on the construction balance sheet of construction and installation and repair and construction organizations, if in these industries, labor remuneration in accordance with the current regulations is made under the conditions established for construction workers.
2. The coefficients provide compensation for additional costs of working time arising from the performance of work in winter conditions, and take into account the impact on the productivity of workers of the following factors:
a) the constraint of movement of the worker with warm clothes, the inconvenience of working in gloves when it is necessary to touch cold metal (knitting of reinforcement, working with roofing steel), etc.;
b) reduced visibility in the winter at the workplace;
c) difficulties in work due to the presence of ice and snow at the workplace, icing of shoes, materials, structures, tools, the need in the process of work to periodically clean the workplace, materials, etc. from snow and ice;
d) complications in technological processes caused by low temperatures (reduction of the area of the bed from the solution with brickwork, the use of insulated means of movement, etc.).
3. When performing work at workplaces not protected from the wind, the averaged coefficients on windy days increase:
a) in the Arctic and mountainous regions during construction and repair and construction work (except for installation and steeplejack) with a wind strength of 4 to 5 points - by 15%, and with a wind strength of more than 5 points - by 20%;
b) in all regions, including in the Arctic and mountainous regions, during the installation and steeple-climbing work during the construction of high-rise structures (radio masts, factory pipes, air heaters of blast furnaces, etc.), frames and coatings of buildings under wind force from 4 to 5 points - by 15%.
All assembly and steeple-climbing work is not allowed by the safety rules when the wind force is 6 points or more (and the installation of vertical blank panels at the wind force is 5 points or more).
The increase in the coefficients is made in proportion to the number of windy days in the month. So, for example, if in the 6th temperature zone in December in the open air, the installation of steel structures (III group of works, coefficient 1.6) was carried out for 25 working days, and within 5 days the wind strength was 4 points, then the total size allowances for this work in winter conditions, taking into account wind strength, will be:
4. The coefficients do not take into account the breaks for heating the workers and the complete cessation of work used when working outdoors in the cold season, depending on the air temperature and wind strength.
The temperature and strength of the wind at which breaks for heating or the termination of work should be applied in each climatic region are established by the executive committees of local Soviets of People's Deputies.
The time of the heating breaks established by the executive committees is paid by the worker at the rate of the established hourly tariff rate of the assigned category.
In the event of a complete cessation of work in the open air (due to low temperature or strong wind), workers should be provided with work in a heated room, even if this work did not correspond to their qualifications. If it is impossible to provide such work, the time of stopping work in the open air is paid at the rate of 37.5% (50% of 75%) of the established hourly tariff rate of the categories assigned to them for each hour of stopping work.
These rules also apply when working in closed unheated rooms. In these cases, breaks and work stoppages are determined in relation to the temperatures established for calm weather.
5. Work on heating materials and components of solutions, installation of fasteners and fences from the wind, cleaning the area from snow outside the workplace, breaking ice from ladders, forests and around the building, as well as cleaning workplaces after heavy snowfalls and blizzards during the period of cessation of work (between shifts, on weekends and holidays, downtime, etc.) coefficients are not taken into account and are paid separately.
6. Only those volumes of work that were actually carried out in the open air and in unheated rooms should be paid with the coefficients.
7. In addition to the averaged coefficients given in this appendix, coefficients that take into account the effect of forest permafrost provided in the ENiR and VNiR collections, as well as the effect of soil freezing on the teeth and walls of the bucket (in the technical part of issue 1 sb E2 "Mechanized and manual earthworks").
For hydromechanized earthworks, averaged coefficients are not applied. To the norms of time and prices for these works performed at negative temperatures, special coefficients should be applied, given in the technical part of section. 1 issue Sat 2 E2 "Hydromechanized earthworks".
8. Average coefficients do not apply to N.vr. and Rass. for the development of frozen soils (except for the 6th temperature zone), icebreaking work, cleaning of territories and structures from snow, as well as other work performed only in winter, since the influence of winter conditions in the norms for these works is taken into account.
In the 6th temperature zone (in December, January and February) to N.V. and Rass. for the development of frozen soils, a coefficient of 1.1 is applied.
Table 1
Average odds
to the norms of time and prices
Temperature |
Work group |
|||
January and February |
||||
January and February |
||||
December and March |
||||
January and February |
||||
December and March |
||||
January and February |
||||
December and March |
||||
January and February |
||||
October and April |
||||
November and March |
||||
December, January and February |
||||
Notes: 1. When performing work in areas that are not classified as temperature zones, as well as in high-altitude regions where negative air temperatures persist not only in the winter months, but periodically may also occur at other times of the year, the averaged coefficients given in Table ... 1 do not apply.
In these localities and regions, during periods of cold snaps, it is necessary to measure the temperature at the workplace twice per shift (at the end of the second and fifth hours of work). Remuneration for the work of workers for the amount of work performed at an average shift of negative temperatures should be made with the application to N.vr. and Rass. the coefficients indicated in table. 2.
table 2
Coefficients at air temperature at the workplace, ° С |
||||||
Work group |
||||||
Frozen soils |
||||||
2. In those cases when in certain months, provided by the table. 1, there is a positive temperature, not less than a total of 8 working days per month, the averaged coefficients given in table. 1, to the norms of time and prices for work performed on days with a positive temperature, do not apply.
If, however, in the months not provided for in the table. 1, a negative temperature is also observed for at least a total of 8 working days per month, then the coefficients are applied to the norms of time and prices for work performed during these months on days with negative temperatures in the order and size provided for in note. 1.
Temperature zones by union republics,
ASSR, territories and regions
Name of republics, territories and regions |
Temperature zones |
||||
Azerbaijan SSR |
|||||
Armenian SSR |
|||||
Byelorussian SSR: |
|||||
Brest region |
|||||
Vitebsk " |
|||||
Gomel " |
|||||
Grodno " |
|||||
Minsk " |
|||||
Mogilev " |
|||||
Georgian SSR |
|||||
Kazakh SSR: |
|||||
Aktobe region: |
|||||
south of the Wil-Berchogur line (exclusively) |
|||||
north of the Wil-Berchogur line (inclusive) |
|||||
Alma-Ata region |
|||||
The East Kazakhstan region |
|||||
Guryev region: |
|||||
south of the 45th parallel |
|||||
north of the 45th |
|||||
Dzhambul region: |
|||||
south of the Chulak-Tau-Lenizhol line (exclusively) |
|||||
north of the Chulak-Tau-Lenizhol line (inclusive) |
|||||
Dzhezkazgan region |
|||||
Karaganda " |
|||||
Kyzyl-Orda " |
|||||
Kokchetavskaya " |
|||||
Kostanay " |
|||||
Mangyshlak region |
|||||
Pavlodar " |
|||||
North-Kazakhstan region |
|||||
Semipalatinsk region: |
|||||
south of the Egindybulak-Samarskoe line (exclusively) |
|||||
north of the Egindybulak-Samarskoe line (inclusive) |
|||||
Taldy-Kurgan region |
|||||
Turgai |
|||||
Ural region: |
|||||
south of the Ozinki - Karatobe line (exclusively) |
|||||
north of the Ozinki - Karatobe line (inclusive) |
|||||
Tselinograd region |
|||||
Chimkent region: |
|||||
south of the 44th parallel |
|||||
north of the 44th parallel |
|||||
Kyrgyz SSR: |
|||||
Osh region |
|||||
rest of the territory |
|||||
Latvian SSR: |
|||||
points located on the coast of the Baltic Sea and Riga |
|||||
the rest of the territory, except for the city of Riga and points located on the coast of the Baltic Sea |
|||||
Lithuanian SSR: |
|||||
west of the line Kapsukas - Kaunas - Mazeikiai (inclusive) |
|||||
east of the line Kapsukas - Kaunas - Mazeikiai (exclusively) |
|||||
Moldavian SSR |
|||||
Altai region |
|||||
Amurskaya Oblast: |
|||||
south of the line Erofei Pavlovich - Never - Baladek (exclusively) |
|||||
north of the line Erofei Pavlovich - Never - Baladek (inclusive) |
|||||
Arkhangelsk region: |
|||||
west of the 60th meridian and east of the Mezen - Vozhgora line (exclusively) |
|||||
east of the 60th meridian |
|||||
the rest |
|||||
Astrakhan region |
|||||
Bashkir ASSR |
|||||
Belgorod region |
|||||
Bryansk " |
|||||
Buryat ASSR: |
|||||
south-west of the line Sosnovka - Mukhor - Konduy (exclusively) |
|||||
northeast of the line Sosnovka - Mukhor - Konduy (inclusive) |
|||||
Vladimir region |
|||||
Volgograd " |
|||||
Vologda " |
|||||
Voronezh " |
|||||
Gorkovskaya "| |
|||||
Dagestan ASSR |
|||||
Ivanovo region |
|||||
Irkutsk region: |
|||||
south of the line Kondratyevo - Bratsk - Bayandai - Kos (exclusively) |
|||||
south of the 62nd parallel and north of the Kondratyevo - Bratsk - Bayandai - Kos line (inclusive) |
|||||
Kabardino-Balkarian Autonomous Soviet Socialist Republic |
|||||
Kaliningrad region |
|||||
Kalininskaya " |
|||||
Kalmyk ASSR |
|||||
Kaluga region |
|||||
Kamchatka region: |
|||||
south of the Kikhchik - Pushchino - Sredne - Kamchatsk line (exclusively) |
|||||
south of the Belogolovoye - Esso - Elovka line and north of the Kikhchik - Pushchino - Sredne - Kamchatsk line (inclusive) |
|||||
south of the Hailulya - Amanino line and north of the Belogolovoe - Esso - Elovka line (exclusively) |
|||||
south of the Tymlat - Lesnaya line and north of the Hailulya - Amanino line (inclusive) |
|||||
Karelian ASSR |
|||||
Kemerovo region |
|||||
Kirovskaya " |
|||||
Komi ASSR: |
|||||
south of the Vozhgora - Nizhnyaya Voch line (exclusively) |
|||||
west of the 60th meridian and north of the Vozhgora - Nizhnyaya Voch line (inclusive) |
|||||
east of the 60th meridian |
|||||
Kostroma region, excluding the city of Kostroma |
|||||
Kostroma |
|||||
Krasnodar region |
|||||
Krasnoyarsk region: |
|||||
south of the line Maksimkin Yar - Podtesovo - Motygino - Chunoyar (exclusively) |
|||||
north of the line Maksimkin Yar - Podtesovo - Motygino - Chunoyar (inclusive) |
|||||
Kuibyshev region |
|||||
Kurgan " |
|||||
Kursk " |
|||||
Leningrad region: |
|||||
points located on the coast of the Gulf of Finland and Leningrad |
|||||
the rest of the territory, except for the city of Leningrad and points located on the coast of the Gulf of Finland |
|||||
Lipetsk region |
|||||
Magadan " |
|||||
Mari ASSR |
|||||
Mordovian ASSR |
|||||
Moscow region |
|||||
Murmansk " |
|||||
Novgorodskaya " |
|||||
Novosibirsk " |
|||||
Orenburg " |
|||||
Orlovskaya " |
|||||
Penza region |
|||||
Perm region: |
|||||
south-west of the line Kerchevsky - Berezniki - Gubakha - Usva - Chusovaya - Lysva (exclusively) |
|||||
northeast of the line Kerchevsky - Berezniki - Gubakha - Usva - Chusovaya - Lysva (inclusive) |
|||||
Primorsky Krai: |
|||||
south of the Nakhodka - Tetyukhe line (exclusively) |
|||||
north of the line Nakhodka - Tetyukhe (inclusive) |
|||||
Pskov region |
|||||
Rostov " |
|||||
Ryazan " |
|||||
Saratov " |
|||||
Sakhalin Region: |
|||||
Kurile Islands |
|||||
south of the Yablochny - Uglezavodsk line (exclusively) |
|||||
west of the Mgachi - Poronaysk line (exclusively) and north of the Yablochny - Uglezavodsk line (inclusive) |
|||||
east of the line Mgachi - Poronaysk (inclusive) |
|||||
Sverdlovsk region |
|||||
North Ossetian ASSR |
|||||
Smolensk region |
|||||
Stavropol region: |
|||||
south of the line Stavropol - Mozdok (exclusively) |
|||||
north of the line Stavropol - Mozdok (inclusive) |
|||||
Tambov Region |
|||||
Tatar ASSR |
|||||
Tomsk region |
|||||
Tuva ASSR |
|||||
Tula region |
|||||
Tyumen region: |
|||||
south of the line Saranpaul - Hangokurt - Khanty-Mansiysk - Taurovo - Lorlomkiny (exclusively) |
|||||
north of the line Saranpaul - Hangokurt - Khanty-Mansiysk - Taurovo - Lorlomkiny (inclusive) |
|||||
Udmurt ASSR |
|||||
Ulyanovsk region |
|||||
Khabarovsk region: |
|||||
south of the line Obluchye - Komsomolsk-on-Amur - Mariinsky (exclusively) |
|||||
south of the Baladek - Usolgin - Mago line (exclusively) and north of the Obluchye - Komsomolsk-on-Amur - Mariinsky line (inclusive) |
|||||
south of the 60th parallel and north of the Baladek - Usolgin - Mago line (inclusive) |
|||||
Chelyabinsk region |
|||||
Chechen-Ingush ASSR |
|||||
Chita region: |
|||||
south of the line Mukhor - Kondui - Bukachacha - Ksenyevka - Amazar (exclusively) |
|||||
north of the line Mukhor - Kondui - Bukachacha - Ksenyevka - Amazar (inclusive) |
|||||
Chuvash ASSR |
|||||
Yakut ASSR: |
|||||
south of Dulga - Kyuel - Nuya - Elanskoe - Chagda (inclusive) |
|||||
north of Dulga - Kyuel - Nuya - Elanskoe - Chagda (exclusively) |
|||||
Yaroslavskaya oblast |
|||||
Tajik SSR |
|||||
Turkmen SSR: |
|||||
north of the 40th parallel |
|||||
rest of the territory |
|||||
Uzbek SSR: |
|||||
Andijan region |
|||||
Bukhara region: |
|||||
south of the 41st parallel |
|||||
north of the 41st parallel |
|||||
Jizzakh region |
|||||
Karakalpak ASSR |
|||||
Kashkadarya region |
|||||
Namangan " |
|||||
Samarkand " |
|||||
Surkhandarya " |
|||||
Syrdarya " |
|||||
Tashkent " |
|||||
Fergana " |
|||||
Khorezm " |
|||||
Ukrainian SSR: |
|||||
Vinnytsia region |
|||||
Volynskaya " |
|||||
Voroshilovgrad region |
|||||
Dnipropetrovsk region |
|||||
Donetsk region: |
|||||
points located on the coast of the Sea of Azov |
|||||
with the exception of points located on the coast of the Sea of Azov |
|||||
Zhytomyr Oblast |
|||||
Transcarpathian " |
|||||
Zaporozhye region: |
|||||
south of the line B. Lepetiha - Melitopol - Osipenko (inclusive) |
|||||
north of the line B. Lepetiha - Melitopol - Osipenko (exclusively) |
|||||
Ivano-Frankivsk region |
|||||
Kievskaya " |
|||||
Kirovograd " |
|||||
Crimean region - Kerch, Sevastopol and the rest |
|||||
areas, excluding coastal locations |
|||||
Lviv region |
|||||
Nikolaevskaya " |
|||||
Odessa " |
|||||
Poltava " |
|||||
Rivne " |
|||||
Sumy " |
|||||
Ternopil " |
|||||
Kharkovskaya " |
|||||
Kherson " |
|||||
Khmelnitskaya " |
|||||
Cherkasskaya " |
|||||
Chernihiv " |
|||||
Chernivtsi " |
|||||
Estonian SSR |
Note. The administrative-territorial division of the union republics is given as of November 1, 1986.
Distribution of construction and installation works
by groups for calculating odds
to the norms of time and prices
Bank protection and straightening works- all types of bank protection, straightening, dredging and bottom cleaning works, including: strengthening the slopes of earthen hydraulic structures, strengthening and cleaning the banks of rivers and reservoirs, setting up straightening structures.
Drilling works- all types of drilling operations, including: well drilling, well casing, assembly and disassembly of derricks, assembly and disassembly of drilling, pumping and refrigeration equipment, extraction of pipes.
- all types of procurement of parts and assemblies of pipelines, including for central heating, water supply, gas supply and sewerage.
Installation of monolithic reinforced concrete structures- all types of work on the construction of reinforced concrete and concrete monolithic structures, including: installation and tying of reinforcement, preparation of concrete mixture, laying concrete mixture in civil and industrial buildings, in bridge supports, hydraulic structures, as well as the manufacture of semi-finished products, parts, structures.
- all types of work, except for laying chimneys and installing ventilation pipes above the roof.
Excavation and drilling and blasting operations- development of non-frozen and rocky soils.
Insulation works- all varieties.
Forging and locksmith works- all types of forging and locksmith work, including: the manufacture of all kinds of ladders, gratings, platforms, steel fasteners, etc.
Finishing work- all types of finishing works (including plastering).
Carpentry- all types of carpentry work, including: arrangement and dismantling of external scaffolding, arrangement and dismantling of scaffolds, assembly of wooden buildings from finished parts and structural elements, cutting walls from logs and plates, arrangement of wooden bridge spans, preparation of piles, installation and dismantling formwork for residential and industrial buildings, hydraulic and bridge structures, installation of wooden supports for power transmission lines, installation of jumpers, manufacturing of structures for hydraulic structures.
Industrial ventilation- all types of work on the procurement of parts and assemblies for industrial ventilation, air conditioning, pneumatic transport and aspiration systems.
Travel works- all types of track works, including: laying, moving and dismantling railway tracks and turnouts, ballasting of tracks and turnouts.
Piling works- all types of pile work, including: driving and driving of piles, assembly, rigging and dismantling of pile drivers, driving of prefabricated shells.
Welding works- all types of welding and cutting of metal and pipes during the procurement of structural parts and structural parts, which are allowed to be produced at low temperatures.
Glass works- all varieties.
Carpentry work- all varieties.
Transport and rigging works- all varieties.
Electric installation work- installation of wiring for lighting and signaling devices, devices and group panels.
oil product pipelines- laying steel, cast iron, asbestos-cement, ceramic, polymer, concrete and reinforced concrete pipes, laying rubble and brick wells, making foundations and assembling finished parts of concrete and reinforced concrete wells, installing brick, concrete and rammed collectors, installing valves and fittings, hydraulic tests ...
Internal networks of water supply, gas supply, heat supply and sewerage- all types of work on the installation of the internal network of water supply, gas supply, sewerage and central heating, including: laying pipelines for the courtyard network, installing sanitary and gas appliances, installing and disassembling steel and cast iron boilers, installing headsets and accessories for boilers, installing shut-off, measuring and other fittings, installation of boilers, mud collectors, expansion and condensation tanks.
Manufacturing of metal structures- all types of manufacturing of metal structures and boiler auxiliary equipment, including: marking and basting, assembly and riveting of structures, metal processing.
Stone works- all types of stone work, including: brick, block and rubble masonry, facing of columns, beams, bridge supports, stone bridges and hydraulic structures, artificial blocks and natural stone, installation of support cornice slabs.
Roofing- all types of blanks for roofing work.
Installation, dismantling and repair of construction machines- installation, dismantling and repair of construction and road-building machinery and equipment (except for the installation and dismantling of cranes used in the installation of building structures).
Installation and dismantling of technological equipment- installation, adjustment, testing and dismantling of technological, energy and electrical equipment of ferrous metallurgy, power plants, substations, radio facilities, coal, chemical, oil, food, paper and other industries, including: boiler equipment, turbines and generators, control and measuring instruments, material handling equipment, gas cleaning equipment.
Industrial ventilation- all types of work on the installation of air ducts, fittings and equipment for ventilation, air conditioning, pneumatic transport and aspiration systems.
Industrial ovens- dismantling of masonry, dismantling of frames and fittings, sifting of powdery materials, marking and testing of bricks.
Welding works- all types of welding and cutting of metal and pipes (which are allowed to be performed at subzero temperatures), carried out during pipeline laying, sanitary and installation work, assigned to group II.
Electric installation work- installation of bus ducts of electrical machines, control and distribution equipment, bridge and crane trolleys, switchgears, laying of cable power lines and communication, communication, signaling, centralization, blocking.
III group
External networks of water supply and sewerage, gas supply, heat supply, main oil product pipelines- laying pipelines across rivers and reservoirs, installing water intake and sewer caps on an underwater base.
Housing stoves and housing ventilation- laying of chimneys and installation of ventilation pipes above the roof.
Roofing- all types of coating and pipe hinge.
Installation of building structures- assembly, lifting and installation of reinforced concrete, concrete, large-block and metal structures of industrial, residential and civil buildings, spans of bridges, hydraulic structures, radio masts and towers, riveting and sliding of spans, installation of metal structures of tanks, open substations, sealing joints between prefabricated reinforced concrete elements of structures, as well as installation, dismantling and movement of cranes used during installation.
Industrial ovens- assembly of frames, installation of oven fittings, preparation of solutions, grouting of the surface of masonry, laying of heating electric furnaces, laying of red refractory and trellis bricks when facing water-tube boilers, laying of chamber furnaces and mine furnaces without a casing, laying of hogs and air and gas pipelines, laying of red and refractory bricks for all types of furnaces with cement or complex mortars, installation of air and gas pipelines, masonry and repair of factory chimneys.
Welding works- all types of welding and cutting of metal and pipes (which are allowed to be performed at subzero temperatures), carried out during the laying of pipelines, sanitary and installation work, referred to group III.
Electric installation work- all types of electrical installation work for the installation of overhead power transmission and communication lines, radio facilities, as well as laying cable power transmission and communication lines across rivers and reservoirs.
Note. Construction and installation work that is not listed in this distribution should be assigned to one or another group by analogy with the types and types of work given.
A team of carpenters at the construction site in Ivanovo in February has to carry out various carpentry work, some of which - outdoors and in unheated rooms.
In accordance with the adj. 2 Ivanovo was assigned to the 3rd temperature zone, and carpentry - to the 1st group of works.
Consequently, in the outfits of this brigade to N.vr. and Rass. for work performed in the open air and in unheated rooms (standardized according to ENiR and VNiR), a coefficient of 1.13 should be applied.
Appendix 4
SCROLL
WORK WITH HEAVY AND HARMFUL, ESPECIALLY HEAVY
AND ESPECIALLY HARMFUL WORKING CONDITIONS ON WHICH ARE INCREASED
HOUR RATES FOR WORKERS
FOR WORKING CONDITIONS IN CONSTRUCTION AND REPAIR-
CONSTRUCTION WORKS
Approved by the resolution of the USSR State Committee for Labor and the All-Union Central Council of Trade Unions Secretariat dated October 1, 1986 No. 374 / 22-60
1. Drilling holes with a power tool.
2. Vulcanization during repair of sinter tapes.
3. Slaking of lime.
4. Gas welding and gas cutting works (except for those specified in section II).
5. Procurement and installation of reinforcement (mesh, frames, etc.) in structures and structures manually.
6. Insulation of surfaces with glass fiber, slag, asbestos, hot mastics on an asphalt and bitumen base, perchlorovinyl and bakelite materials.
7. Acid-resistant vinyl plastic and gumming works, as well as works with the use of raw faolite and asbovinyl.
8. Riveting using pneumatic tools (except for work in closed vessels).
9. Fastening of structures and parts using an assembly gun.
10. Painting works with the use of asphalt, Kuzbass and oven varnishes in enclosed spaces with the use of nitro paints and varnishes containing benzene, toluene, complex alcohols and other harmful chemicals, as well as the preparation of compositions for these paints.
11. Application by means of pistols and rods of a fire-retardant coating on metal structures using a composition containing vinyl acetate, melamine-urea-formaldehyde resins, ammonium polyphosphate, asbestos (VPM-2) and other harmful chemicals.
12. Application of anticorrosive coatings on metal structures using chemical compositions containing epoxy, phenol-formaldehyde, urea-formaldehyde, perchlorovinyl and other harmful chemicals, as well as preparation of compositions for these coatings.
13. Application of plaster mortar on surfaces by hand, hand grouting of surfaces.
14. Facing works using xylene mass, polyvinyl chloride, polyvinyl acetate, phenol-formaldehyde, epoxy and other synthetic resins, as well as mastics based on asphalt and bitumen.
15. Processing of natural stone by hand and with the use of a mechanized tool, cladding surfaces with natural stone by hand.
16. Cleaning surfaces using sandblasting machines (except for work carried out in rooms or containers).
17. Dry processing, grinding and polishing of stone building materials.
18. Processing of wood and felt with antiseptics and fire-retardant materials, as well as their preparation.
19. Maintenance of acetylene, ammonia and chlorine compressor units (compressors).
20. Maintenance of sleepers tamping, crushed stone cleaning and crushed stone packing machines.
21. Soldering with lead over lead.
22. Preparation of mixtures, mastics, solutions, emulsions containing asphalt, bitumen and synthetic resins.
23. Punching holes (grooves, niches, etc.) in stone structures manually and with a mechanized tool, manual grinding of stone structures using complex and cement mortars.
24. Punching holes (grooves, niches, etc.) in concrete and reinforced concrete structures, cutting down the heads of reinforced concrete piles, breaking concrete and reinforced concrete structures using power tools, incising concrete surfaces manually or using pneumatic tools.
25. Development of soil and rocks with water monitors.
26. Manual excavation of soil for the excavation of drinking, water intake and sink wells, pits with a depth of more than 5 to 10 m, adits up to 20 m long, as well as excavation of soil under the knife of the sink well and when planting a well.
27. Development of soils of the III group manually using crowbars and picks, as well as soils of all groups using pneumatic tools (except for the works specified in clause 26).
28. Development of quicksands by hand.
29. Works on the device and repair of the superstructure of the track using electric and pneumatic sleepers.
30. Works on the map of alluvial earthen structures in a hydro-mechanized way (except for drivers of construction machines).
31. Soldering of leaded cables and filling with lead of cable glands.
32. Shotcrete of surfaces (except for shotcrete in closed vessels).
33. Laying parquet, tile and linoleum floors on hot mastics and bitumen, rubber adhesives and mastics based on synthetic resins and chemical solvents.
34. Laying of hot asphalt concrete mass and coating of surfaces with hot bitumen, as well as preparation of hot asphalt concrete mass and bitumen mastic.
35. Placing concrete in monolithic structures and structures manually, compacting concrete with manual vibrators.
36. Installation of self-leveling floors made of polyvinyl chloride and polyvinyl acetate materials.
37. Compaction of soils and crushed stone and gravel bases manually and with pneumatic tools.
38. Lining and laying of industrial furnaces, pipes, boilers and other units using refractory and acid-resistant materials.
39. Electric welding on automatic machines, on semi-automatic machines, manual (except as specified in Section II).
II. Work with especially heavy and especially
harmful working conditions
1. Riveting when working in closed vessels (boilers, reservoirs, tanks, compartments, etc.).
2. Application of a fire retardant coating on metal structures using pistols and fishing rods using a composition containing a fire retardant (OFP-MM).
3. Cleaning of surfaces using sandblasting machines, carried out in rooms or containers.
4. Punching holes in hard-to-reach places manually (furrows, niches, etc.) in concrete and reinforced concrete structures, breaking concrete and reinforced concrete structures manually.
5. Work performed in caissons.
6. Development of soil for driving drinking, water intake, sinking wells and pits with a depth of more than 10 m and sections of adits located at a distance of more than 20 m from the mouth or well.
7. Development in hard-to-reach places of soils of IV and higher groups and frozen soils of all groups by hand using wedges and sledgehammers (hammers).
8. Repair and installation of mercury rectifiers using open mercury.
9. Shotcrete surfaces in closed vessels.
10. Electric welding on automatic machines, on semi-automatic machines, manual welding, gas welding, gas cutting in closed vessels (boilers, tanks, compartments, etc.).
Appendix 5
SCROLL
INDIVIDUAL PROFESSIONS OF WORKERS OF THE VI DEGREE, EMPLOYED
MANAGEMENT OF POWERFUL AND ESPECIALLY DIFFICULT CONSTRUCTION
MACHINES AND MECHANISMS, THEIR REPAIR AND MAINTENANCE, WHICH SET THE HOUR RATES IN THE SIZE OF UP TO 140 kopecks.
Approved by the decree of the USSR State Committee for Labor and the All-Union Central Council of Trade Unions Secretariat dated December 15, 1986 No. 524 / 30-44
Name of professions |
Hourly tariff rates, cop. |
||||
1. Drivers of loaders of construction frontal single-bucket (wheeled and tracked) with capacity: |
|||||
200 to 350 HP with. (exclusively) |
|||||
350 to 500 HP with. (exclusively) |
|||||
500 l. with. and more |
|||||
2. Operators of motor graders with capacity: |
|||||
more than 200 to 240 liters. with. (exclusively) |
|||||
240 l. with. and more |
|||||
3. Operators of aerial platforms and auto-hydraulic lifts with a lifting height of 35 m and more |
|||||
4. Drivers of auto concrete pumps with productivity: |
|||||
60-180 (exclusively) |
|||||
more than 180 |
|||||
5. Concrete paver drivers: |
|||||
productivity more than 180 |
|||||
6. Operators of bulldozers with capacity: |
|||||
385 l. with. and more |
|||||
remote controlled for underwater work |
|||||
7. Drilling rig operators: |
|||||
SBSh-160, BTS-75 |
|||||
SBSH-200, UBSH-532, UBSH-507, 2BK-DE, BTSE-600 |
|||||
with engine power 100-180 hp with. for the installation of bored piles with a diameter of more than 400 to 1200 mm |
|||||
180 l. with. and more for the installation of bored piles with a diameter of more than 1200 mm |
|||||
8. Drivers of off-road construction tracked vehicles |
|||||
9. Operators of dredging floating non-self-propelled shells with performance on the ground: |
|||||
500-1000 (exclusively) |
|||||
1000 and more |
|||||
10. Crane operators: |
|||||
10.1. tower mobile: |
|||||
with a lifting height of up to 50 m and a lifting capacity: |
|||||
more than 25 to 50 t |
|||||
more than 50 t |
|||||
with a lifting height of 50 m or more and a lifting capacity: |
|||||
10-25 t (exclusively) |
|||||
25-50 t (exclusively) |
|||||
50 tons and more |
|||||
10.2. tower attachments with a lifting height of more than 100 m |
|||||
10.3. tracked carrying capacity: |
|||||
more than 60 to 100 t (exclusively) |
|||||
100-160 t (exclusively) |
|||||
160 t and more |
|||||
10.4. railway self-propelled with a carrying capacity of 80 tons and more (type GEC-F80, GEPK-130, EDK-1000/1) |
|||||
10.5. cable with a lifting capacity of more than 20 tons with a span of more than 500 m |
|||||
10.6. gantry carrying capacity: |
|||||
more than 40 t |
|||||
10.7. Bridge carrying capacity: |
|||||
more than 60 to 100 t |
|||||
more than 100 t |
|||||
10.8. on a special chassis of an automobile type with a carrying capacity: |
|||||
more than 20 to 40 t |
|||||
10.9. floating self-propelled carrying capacity: |
|||||
more than 20 to 50 t |
|||||
10.10. pneumatic (including short-base) carrying capacity: |
|||||
more than 25 to 63 t |
|||||
»63 to 100 t (exclusively) |
|||||
100-160 t (exclusively) |
|||||
160 t and more |
|||||
10.11. portal-boom with a lifting capacity of more than 25 t |
|||||
10.12. polar (circular movement) carrying capacity of St. 100 t |
|||||
10.13. special carrying capacity of 80 tons and more for the installation of hydraulic concrete transport racks |
|||||
10.14. special carrying capacity of 100 tons and more (type SKR, SKU) for block installation of industrial structures |
|||||
11. Operators of compressor units with a capacity of 70 |
|||||
12. Drivers of pile drivers (self-propelled pile drivers) |
|||||
13. Machine operators for insulating gas and oil product pipelines when cleaning and applying reinforced insulation of pipelines with a diameter of: |
|||||
800-1200 mm (exclusively) |
|||||
1200 mm and more |
|||||
14. Machinists of profilers: |
|||||
earthmoving and milling with a capacity of 170 liters. with. and more for high-speed road construction |
|||||
included in the complex of machines such as DS-100 and DS-110 |
|||||
15. Operators of self-propelled scrapers: |
|||||
from 160 to 360 liters. with. |
|||||
"375" 720 p. with. |
|||||
"850 l. with. and more |
|||||
16. Operators of pipelayers with capacity: |
|||||
more than 200 to 300 liters. with. (exclusively) |
|||||
300 l. with. and more |
|||||
17. Operators of mobile automated continuous installations for the preparation of concrete mixtures: |
|||||
productivity 120 |
|||||
when preparing soil mixtures in near-track quarries with a capacity of 80 and more |
|||||
18. Operators of installations for punching and horizontal drilling of soil when laying pipelines with a drilling diameter of more than 1000 mm |
|||||
19. Excavator drivers: |
|||||
19.1. rotary trenching capacity: |
|||||
200-250 l. with. (exclusively) |
|||||
250-300 HP with. (exclusively) |
|||||
300 l. with. and more |
|||||
19.2. single bucket with bucket capacity: |
|||||
1.25-4 (exclusive) |
|||||
4-10 (exclusively) |
|||||
10 and more |
|||||
19.3. planners (such as UDS-110, UDS-114) on the vehicle chassis |
|||||
19.4. for digging trenches when constructing structures using the "wall in the ground" method, depth: |
|||||
20-40 m (exclusively) |
|||||
40 m and more |
|||||
20. Operators of mobile power plants with a capacity of 1000 kW, included in the complex of machines of the "Sever" type |
|||||
21. Tractor drivers on wheeled and tracked tractors with a capacity of: |
|||||
300-500 l. with. (exclusively) |
|||||
500 l. with. and more |
|||||
22. Construction electricians for the repair of equipment of a complex of machines and mechanisms of the "Sever" type for electrocontact welding of pipes with a diameter of more than 1000 mm |
|||||
23. Electric welder on automatic and semi-automatic machines included in the complex of machines of the "North" type |
1. GENERAL PROVISIONS
Appendix 1 LIST OF COLLECTIONS AND ISSUES OF UNIFIED STANDARDS AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR-CONSTRUCTION WORKS (ENIR)
Appendix 2 LIST OF COLLECTIONS AND ISSUES OF DEPARTMENTAL STANDARDS AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR AND CONSTRUCTION WORKS (VNIR)
Appendix 3 AVERAGE FACTORS TO TIME RATES AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR-CONSTRUCTION WORKS PERFORMED IN WINTER CONDITIONS
General instructions
Temperature zones in the Union republics, ASSR, territories and regions
Distribution of construction and installation work by groups for calculating coefficients for the norms of time and prices
III group
An example of determining the average coefficients
Appendix 4 LIST OF WORKS WITH HEAVY AND HARMFUL, ESPECIALLY SEVERE AND ESPECIALLY HARMFUL WORKING CONDITIONS, WHICH INCREASE HOUR RATES FOR WORKERS FOR WORKING CONDITIONS IN CONSTRUCTION WORK AND REPAIR
I. Work with difficult and hazardous working conditions
II. Work with especially difficult and especially hazardous working conditions
Appendix 5 LIST OF SEPARATE PROFESSIONS OF WORKERS OF THE VI DEGREE, WORKING WITH THE MANAGEMENT OF POWERFUL AND ESPECIALLY DIFFICULT CONSTRUCTION MACHINES AND MECHANISMS, THEIR REPAIR AND MAINTENANCE, WHICH ARE INSTALLED BY THE CHARGE 140.
The complexity of work is calculated on the basis of labor costs - NTK (ENiR). In the NTK (ENiR), the indicator of the norm of time (H vr) is given - this is the amount of working time required for the manufacture of a unit of production by the manufacturer of the work (worker, link, machine, etc.).
The time rate allows you to determine the main indicator of labor productivity - the production rate. Production rate (H vyr) - the amount of products made by the manufacturer of the work per unit of time.
The production rate N vyr for any type of work is determined by the formula:
Where: Н вр - time norm (according to ENiR or NTK).
Labor costs and duration of work are determined as follows. Labor costs (labor intensity) in man-h / mash is determined by the formula:
(57)
Where: V is the volume of this type of work.
Labor intensity in person-days / mash-cm is determined by the formula:
(58)
Where: 8 is the duration of the shift, h.
The duration of work in shifts (t cm) is determined by the formula:
(59)
Where: N - the number of working people (machines).
The duration of work in days is determined by the formula:
(60)
Where: n is the number of shifts per day.
We enter all the data into the table.
Table 43.
Drawing up a calculation and rationing of labor costs for the production of work.
The form for calculating labor costs is given in TKP 45-1.01-159-2009. Before starting to fill out the cost estimate, it is necessary to calculate the amount of work in units of measurement adopted in the NZT or ENiR (calculation column No. 5). The composition of the link (profession, category, quantity) is also determined by NZT or ENiR (calculation column No. 7-9). When filling out the calculation column No. 10, labor costs are calculated in accordance with the formula (8.2).
Example:
Determine labor costs and make a calculation of labor costs for a complex of earthworks when constructing a pit.
The complex of works includes works on cutting off the vegetation layer (7600 m 2) and excavation (4500 m 3). The cutting of the vegetation layer is carried out with a DZ-18 bulldozer (based on the T-100 tractor). Development of a pit with an E-504 single-bucket excavator equipped with a backhoe (excavator bucket with teeth, with a capacity of 0.5 m 3). The method of soil development is with loading into vehicles (4700 t (3000 m 3)), up to 1500 m 3. Two MAZ503A dump trucks are working to transport soil. The soil processing is carried out with the DZ-18 bulldozer (based on the T-100 tractor), the average distance of soil movement is 25 m (450 m 3). Soil group - II.
Solution.
Labor costs are determined for each type of work:
1. Cutting off the vegetation layer (E2-1-5, p. 16):
Measurement unit - 1000 m 2;
H vr = 1.5 man-h (1.5 machine-h);
The composition of the link is a 6th grade driver;
Labor costs - 1.5 man-hours x 7.6 = 11.4 man-hours (1.5 machine-hours x 7.6 = 11.4 machine-hours).
2. Development of soil during the construction of a pit with loading soil from vehicles (E2-1-11, Table 3, p. 4b):
Measurement unit 100 m 3;
H vr = 3.5 man-h (3.5 machine-h);
Labor costs - 3.5 man-hours x 30 = 105 man-hours (3.5 machine-hours x 30 = = 105 machine-hours).
3. Development of the soil during the construction of the excavation pit (§E2-1-11
tab. 3, p. 4h):
H vr = 2.2 man-h (2.2 machine-h);
The composition of the link is a 6th grade driver;
Labor costs - 2.2 man-hours x 15 = 33 man-hours (2.2 machine-hours x 15 = 33 machine-hours).
4. Transportation of soil by dump trucks (Н вр according to TC TsNII-
ONTP):
Measurement unit - 1 t;
H vr = 0.03 man-h (0.03 machine-h);
Composition of the link - dump truck driver;
Labor costs - 0.03 man-hours x 4700 = 141 man-hours (0.03 machine-hours x 4700 = = 141 machine-hours).
5. Development of a shortage of soil by a bulldozer (§E2-1-22, p. 36, p. Zd):
Measurement unit - 100 m 3;
H vr = 0.62 man-h (0.62 machine-h) with a range of soil movement up to 10 m;
H vr = 0.49 man-h (0.49 man-h) for every next 10 m;
The composition of the link is a 6th grade driver;
Labor costs - (0.62 man-h + 0.49 man-h x 1.5) x 4.5 = 6.1 man-h (6.1 man-h).
The calculation results are summarized in a table.
Table 7.1
Populating the table:
1 - serial number;
2 - designation of a regulatory document corresponding to the title of work.
3 - the name of the work, according to the normative document.
4 - unit of measurement adopted in the normative document NZT or ENiR.
5 - the amount of work according to the calculations.
6 - the norm of time from NZT or ENiR for this type of work.
7, 8, 9 - the composition of the link is also determined by NZT or ENiR.
10 - labor costs are calculated in accordance with the formula ,
those. column 5 is multiplied by column 6.
FOR EXAMPLE:
Table 13
| N p / p | Designation | Name of works | unit of measurement | Scope of work | Time rate per person-hr (machine-hr) | Link composition | Labor costs per man-hr (machine-hr) | |||
| Profession | Discharge | Quantity | ||||||||
| Vertical layout of the site (summer period) | ||||||||||
| §E2-1-5 clause 5a | Cutting off the vegetation layer of group I with a bulldozer DZ-25 (T-180) | 1000m 2 | 270,750 | 0,48 (0,48) | driver | 6th | 129,96 (129,96) | |||
| §E2-1-21 table 2, item 2- (a + b) | Development and movement of soil of group I with a scraper DZ-20 (T-100) with a bucket capacity of 6.7 m 3 at a distance of 284.76 m | 100m 3 | 9,979 | 3,162 | tractor driver | 6th | 31,55 (31,55) | |||
| §E2-1-29 Table 2, item 2c | Compaction of soil of group I in the embankment zone with a DZ-39A (T-100) roller to a depth of 0.3 m with 4 penetrations along one track | 100m 3 | 10,578 | 0.27x4 (0.27x4) | tractor driver | 6th | 2.85x4 (2.85x4) | |||
| §E2-1-36 clause 6a | The final layout of the site with a DZ-25 (T-180) bulldozer with a working stroke in two directions | m 2 | 270,750 | 0,2 (0,2) | driver | 6th | 54,15 (54,15) | |||
| Pits arrangement (winter time) | ||||||||||
| §E2-1-4 clause 2-8 | Loosening of frozen soil of the IIm group with a bar machine KMP-3 (T-100) with a slot cut depth of 0.75-1m | 100m.p. | 25,92 | 4,3 (4,3) | driver | 6th | 111,46 (111,46) | |||
| §E2-1-9 Table 3 Clause 2c | Development of frozen soil of the IIm group with a single-bucket excavator (backhoe) with loading into a vehicle, bucket capacity 0.5m 3 | 100m 3 | 6,62 | 3,5 (3,5) | driver | 6th | 23,17 (23,17) | |||
| §E2-1-9 Table 3 Clause 2a | Also not frozen ground of group I | 6,78 | 2,4 (2,4) | 16,27 (16,27) | ||||||
| TC TsNII ONTP | Transportation of soil by dump trucks Kraz-256 | 1t | 0,03 (0,03) | driver | 6th | |||||
| From the pits | 67,92 (67,92) | |||||||||
| For a sand cushion | 48,93 | 1,47 (1,47) | ||||||||
| For backfilling | 2036,37 | 61,09 (61,09) | ||||||||
| §E2-1-60 clause 8a | Layout of the bottom of the pit (construction of a sand cushion 10 cm) | 1t | 48,93 | 3,5 (-) | digger | 2nd | 171,26 (-) | |||
| §E2-1-34 clause 10a | Backfilling of soil group I with a DZ-25 (T-180) bulldozer | 100m 3 | 12,05 | 0,25 (0,25) | driver | 6th | 3,01 (3,01) | |||
| §E2-1-59 Table 3 Clause 2a | Compaction of backfill soil manually with electric rammers IE-4502 with square shoe | 100m 3 | 3,01 | 1,9 (-) | digger | 3rd | 5,72 (-) | |||
| §E2-1-29 Table 2 Clause 2b | Compaction of backfill soil by roller DZ-39A (T-100) | 100m 3 | 9,03 | 0.27x4 (0.27x4) | tractor driver | 6th | 2.44x4 (2.44x4) | |||
| Foundation device | ||||||||||
| §E4-1-37 Table 2 Clause 1a | Manual installation of insulated metal panel formwork | 1m 2 | 249,6 | 0,39 (-) | locksmith | 4th 3rd | 97,34 (-) | |||
| §E4-1-44 Table 1 Clause 1a | Installing meshes and reinforcement cages into the formwork manually | 1 frame 1 mesh | 0,42 (-) 0,79 (-) | fitter | 3rd 2nd | 16,38 (-) 92,43 (-) | ||||
| §E4-1-49 Table 1 Clause 1 | Laying of concrete mix with a KS-3577 crane in buckets of up to 3m 3 with a cover with mats | 1m 3 | 59,7 | 0,42 (0,42) | concrete worker | 4th 2nd | 25,07 (25,07) | |||
| §E4-1-37 Table 4 Clause 1b | Dismantling of metal panel formwork | 1m 2 | 249,6 | 0,21 (-) | locksmith | 3rd 3rd | 52,42 (-) | |||
The problems of labor rationing in recent years have objectively come to the fore and are one of the important elements of the organization's personnel management system.
This is primarily due to the need to increase the efficiency of using the labor potential of employees, optimize their number and professional composition and timely adjust the requirements for personnel based on market conditions.
Labor rationing, as well as remuneration for workers in construction and installation and repair and construction work, is carried out on the basis of legislative and regulatory documents in force in construction.
Technical regulation
Technical regulation - This is the establishment of technically justified production standards for labor costs, machine time and material resources per unit of production. Production norms in construction are combined in collections of uniform, departmental, local norms and prices for construction, installation and repair and construction work. They present the norms of labor costs of workers (in man-hours), conventionally called the norms of time, norms of the time of machines (in machine-hours) and piece rates (in rubles and kopecks) for the adopted meter.
Uniform norms and prices for construction, installation and repair and construction work (ENiR) are issued in collections for certain types of work, the list of which is given in Appendix 1 of the ENiR "General Part".
Uniform rates and prices are subdivided by type of work into collections, and collections may have issues. Each rate of time and the corresponding rate have their own code. The code that defines the regulatory data,
consists of two numbers (provided that the collection has no issues) or three (subject to the availability of issues in this collection). The first digit corresponds to the collection number, the second to the issue number, and the third to the paragraph within this issue.
For example: ENiR §25-7 means that the time rate and price are taken from the collection 25 "Rigging", paragraph 7.
Departmental norms and rates (VNiR) Are technically grounded norms developed by methods of technical regulation for works not covered by the ENiR collections. The VNiR code is read and denoted in the same way as in ENiR.
Local rates and rates (MNiR)- these are the norms developed by the methods of technical regulation for works not covered by ENiR and VNiR. They are mandatory for use within the organization where they are developed and approved.
According to ENiR time norm (H vr ) - is the labor cost for the production of a unit of good-quality products by workers or workers of the corresponding profession and qualifications in normal organizational and technical conditions (man-hour).
To determine the rate of time, you must:
1.In accordance with the title of the work, determine the number of the collection and issue, which contains this work. To do this, you need to refer to the collection of ENiR "General Part", which contains a list of collections and issues of ENiR and VNiR, as well as general provisions on the application of standards.
2. To get acquainted with the content of the introductory and technical part, which are given at the beginning of each collection and chapter and provide explanations on some features of the application of the norms. So in the introductory or technical part, the composition of the operations that were taken into account when drawing up the standards and are not separately standardized (preparation of the workplace, elimination of minor malfunctions of machines, the delivery of materials at a specified distance, etc.) is clarified, explanations are given on adjusting some time standards and rates using coefficients ( TO 1 ).
3. Find the required paragraph of the collection and determine the time rate for a given work, while taking into account the coefficient ( TO 2 ) specified in the note, if it appears in this paragraph.
4. Specify the place and period of work. The performance of work in the winter and the construction area may entail a change in the time norm. This change in norms is taken into account by the coefficient TO 3 , which is given in ENiR "General part".
Finally the time rate:
Man-hour (1)
where H vr t- time norm according to the table of paragraph ENiR (see clause 3), man-hours;
TO 1 , TO 2 , TO 3 - correction factors (see clauses 2,3,4).
The final result of the quotation is determined by the formula:
, rub-kop. (2)
where R T- price according to the table of paragraph ENiR, rubles-kop .; TO 1 , TO 2 , TO 3 - correction factors.
For example: Determine the rate of time when installing a screed from ready-made bitumen mastic with a layer of 15 mm along the roof with a slope of 30%. The works are carried out at a height of 20 m from the ground level. The work will be carried out in February. Construction area - Krasnoyarsk
In accordance with the collection §E 7-15 "Roofing work" and paragraph 15 for this type of work, the time norm is 4.4 man-hours, the price
3 rubles 08 kopecks 100 m². According to the note to E7-15, the norms provide for the installation of roof screeds with a slope of up to 27%. With a greater slope, the time rate and the rate should be multiplied by TO 1 = 1.5. According to clause 9 of the introductory part of the same collection, the norms provide for the production of work at a height of up to 15 m from ground level. When performing work at a height above
15 m for each subsequent meter of height H vr and R increase by 0.5%, therefore, (20-15) ٠0.5 = 2.5%, i.e. the time rate and rate are multiplied by TO 2 = 1.025. Also, according to ENiR "General part" clause 14, when performing work in winter conditions in the open air, the average coefficient given in this ENiR is applied to the time rate and price (Table 1, Appendix 3). Since the city of Krasnoyarsk belongs to the 5th temperature zone, and roofing works to the 3rd group of works, the average coefficient for works performed in February is TO 3 =1,4.
Hence, H time about= 4.4 1.51.025 1.4 = 9.47 man-hours per 100 m²
R O = 3.08 1.51.025 1.4 = 6.63 rubles-kopeck 100 m²
Labor costs can also be expressed in terms of production rates
Production rate (H vyr ) Is the amount of good-quality products (volume of work in physical terms), which must be produced per unit of time (hour, shift, day) by the worker (link) of the corresponding profession or qualification under normal organizational and technical conditions.
The time rate and the production rate are inversely proportional, i.e.
;
(3)
.
(4)
The changeable production rate of a link of workers is determined by the formula
,
(5)
where Tcm- duration of the shift (8 hours); N- the number of workers, people;
E- unit of measurement for which the norm of time is given in ENiR.
Percentage of decrease and increase in production rate depends on a decrease or increase in the rate of time: if the rate of time decreases, then the rate of production increases and vice versa.
With an increase in the rate of time, the percentage of decrease in the rate of production:
,
(6)
With a decrease in the rate of production, the percentage of increase in the rate of time:
.
(7)
For example: a) the time rate is increased by 25%. Let us find the decrease in the production rate by the formula (6)
;
b) the production rate is reduced by 10%. Let us find the increase in the time norm by the formula (7)
.
With a decrease in the rate of time, the percentage of increase in the rate of production:
,
(8)
With an increase in the rate of production, the percentage of decrease in the rate of time:
.
(9)
For example: a) the time rate is reduced by 20%. Let us find the percentage of increase in the production rate according to the formula (8):
;
c) the production rate is increased by 20%. Let us find the percentage of the decrease in the time norm by the formula (9):
.
Labor intensity - these are labor costs that are required to perform a certain amount of work.
,
(10)
where Q - labor intensity, man-hour; V- scope of work; E- unit of measurement for which the norm of time is given in ENiR.
Labor intensity can also be determined:
, people-cm; (eleven)
, person-days (12)
where T n- number of shifts per working day (1..3).
For example: to determine the labor intensity (in person-days) of the device of 500 m² of vapor barrier of the base under the roof with bitumen mastic with a two-shift working day.
According to §E7-13, the norm of time per 100 m² will be 3.9 man-hours,
from here 
people-days
It is necessary to distinguish between normative and actual labor intensity. Actual labor intensity shows how much labor was actually expended to complete the job.
The normative labor intensity is determined on the basis of the current norms and shows how much, in accordance with these norms, it is necessary to spend labor to perform a certain amount of work. Production and labor intensity have the same relationship as the time rate and the production rate. The percentage of decrease or increase in labor intensity from the percentage of decrease or increase in production is found using the same formulas as the percentage of reduction in the norms of time and production, i.e., according to the formulas (6-9).
For example: to determine the labor costs for the installation of 30 slabs of 3x6 m cover. The standards are fulfilled by 112%. Find the output per worker per shift
1. Since the norms are fulfilled by 112%, it means that the% of overfulfillment of production norms will be 12%.
2. The percentage of time norms reduction can be found by the formula (6):
.
3. Standard labor costs
4. Actual labor costs
5. Standard production per person per shift
6. Actual production per person per shift
Standard duration of work Is the amount of working time during which the task for the production of a certain type of work must be completed:
, hour; (13)
, cm; (fourteen)
, days, (15)
where T O - the duration of the scope of work; Q - labor intensity of work man-hour, determined by the calculation of labor costs; T cm - the duration of the shift (8 hours); n - the number of shifts, N - the number of workers in the link.
In construction practice, production rates are often overfulfilled or underfulfilled, that is, less or more than 100%, therefore the duration of the work is found taking into account the fulfillment of the norms according to the formula
,
(16)
,
(17)
.
(18)
where V n(%) - the percentage of fulfillment of the norms by the worker, link, team.
For example: the standard labor intensity (according to the calculation) for the installation of the frame of the panel building is 5760 man-hours, the team employs 6 people, the duration of the shift is 8 hours, the number of shifts per day is one. It is planned to fulfill the norm by 105%. Find the planned completion date in days.
The calculation will be carried out according to the formula (18)
2.Organization and labor productivity
Labor productivity Is an indicator of labor efficiency in the production process, determined by the amount of products produced per unit of working time (hour, shift, month).
An increase in labor productivity in construction provides savings in labor costs for the implementation of a unit of construction products, i.e., a decrease in its labor intensity, as well as an increase in labor productivity, ensures the commissioning of construction projects in a shorter time, saves the costs of human and material and technical resources and how the result reduces the cost of construction and installation work.
Labor productivity growth as a result of a decrease in the standard labor intensity and an increase in the level of compliance with the norms, it is determined as a percentage of the reduction in the labor intensity of the construction and installation work performed.
Determination of the growth of labor productivity with a decrease in labor intensity is carried out according to the formula
,
(19)
where Q with- decrease in labor intensity,%.
For example: when assembling the frame of a panel building, it is planned to reduce labor intensity due to the introduction of new technology by 7%. Determine the growth of labor productivity.
.
The percentage of reduction in standard labor costs is determined by the formula
,
(20)
where Q n- standard labor costs for performing a given amount of work, man-hour, man-see; Q f- actual (planned) labor costs to perform a given amount of work, man-hour, man-see.
For example: standard labor costs for the installation of the frame of the panel building (according to the calculation) are 720 people-see. The actual labor costs of the installation team amounted to 710 people - see. Find the percentage of reduction in standard labor costs and an increase in labor productivity.
1. Let's find the percentage of reduction in standard labor costs
.
2. Let's find the growth of labor productivity by the formula (19)
.
Calculation of the numerical strength of the brigade, link .
The optimal size of the brigade can be determined by the formula if the achieved level of compliance with the standards is taken into account and an increase in labor productivity is planned.
,
(21)
where Q- labor intensity of work, determined by the calculation of labor costs, man-hour; T O- the number of working days to complete the task, accepted according to the work schedule, days; T cm- the duration of one shift (8 hours);
n- the number of shifts per day; V n- the percentage of compliance with the production standards by the brigade at the facility; V R- the planned percentage of growth in labor productivity.
For example: the standard labor intensity of the roll roofing device, calculated according to the calculation of labor costs, is 11,000 man-hours, the duration of the work provided in the network schedule is 68 days, the duration of the shift is 8 hours, the number of shifts per day is two. At the previous site, the brigade fulfilled the quota by 101%. By improving the organization of labor at the facility, it is planned to increase production rates by 8%. Determine the required number of workers in the roofing team.
9 people
To calculate the number of workers in the brigade, which is entrusted with the implementation of a certain amount of work in a given time, use the formula
,
(22)
For example: to complete the volume of work by a team of bricklayers, it is necessary to spend 4656 man-hours. The term of work is 23 days, the duration of the shift is 8 hours, the number of shifts per day is one. It is planned that the percentage of fulfillment of production standards will be 115%. Determine the required number of workers in the bricklayer brigade.
people
In ENiRah, two or three digits are given (usually in tabular form, but not always). For manual work - two figures (labor costs, man-hours; rate, rubles-kopecks). In some ENiRakh, the work of some machines and machine operators on them is not taken into account. For example, take § E9-2-1.
In the paragraphs containing both the summarized and their constituent norms and prices, the compositions of the links for the summarized norms and prices are not given. In ENiRah the labor intensity of ordinary workers and the "additional" labor intensity of machinists are given. Moreover ... In the norms (ENiR and GESN), the case is presented in such a way that the rate of time is equal to the labor intensity per unit of measurement of something. And that's it. And not to be confused with production rates.
Just so as not to be confused with what (to whom) this time refers. 3. Labor costs are given per link. Take, for example, the rate § E2-1-25 "Working and Moving Soil with a Trailed Grader".
Costing and calendar
In this, the ENiRs differ from the hydroelectric power stations, where labor costs apply only to construction workers (without machine operators). Hello. Tell me, can anyone have ENIRS in electronic form, not where I can not find, but very much needed. And how to use them correctly.
When developing a project, it is necessary to make a calculation of labor costs and wages. It determines the complexity of the planned work and their cost. In the absence of such an order (instruction), the use of VNiR to pay workers in construction, installation and repair and construction organizations of another ministry or department is not allowed.
The performance of work by workers of the wrong professions and categories that are indicated in paragraphs ENiR and VNiR cannot serve as a basis for any changes in the approved norms and prices.
In cases of performance of work with a combination of production conditions specified in subparagraphs "a" - "e", only one of the coefficients provided for in these subparagraphs can be set.
Interruptions in the operation of the hammer or vibrator, as well as the installation and removal time of the pile, are not included in the measurement of the pile sinking time. Machine intensity - well, in relation to time, this is the same as labor intensity. Production rate and time rate - they should be taken literally.
Rather, it seems that in ENiRah norms of time are given, which are designed in such a way that in this case they are equal to the labor intensity. For example, 1 ton of steel or 1 m2 of area, etc. That is, with regard to the norms, there is a difference between the norms of time and labor intensity. That is, how many hours does one person need to do such and such a job. There is no need to drag in any other "financial indicators", "machine capacity" and so on.
1. General Provisions
But if you need to dig 10m3 of soil: Let's say 1 worker digs out 0.1m3 in 1 hour (although it is not "acceptable", but we will take it from the ENIR). For example, four workers were foolishly crammed into the team of excavators (although the composition of the team, depending on the work, seems to be also determined by the ENIR, and not by the managers).
Instructions for using laser rangefinder
The answer to the question was given back in post # 1 and expanded in post # 10, everything else is jokes, flooding and outright nonsense. The table shows that labor costs are exactly two times higher than the costs of machine time. When laying pipes with a diameter of 1200 mm, labor costs are given for the work of 6 people. installers of external pipelines.
For industrial buildings this ratio is approximately 4-6%, for civil buildings - 6-8%. In the same ratios, the need for machine changes in the operation of large mechanisms is determined. The labor intensity of specialized work (sanitary, electrical, installation of technological equipment and other installation work) in the course project is taken into account in aggregate.
The movement of materials over distances in excess of those taken into account in the collections of norms should be normalized and evaluated especially in accordance with § 20 of collection 1 of the ENiR Intra-building transport work "
Do not use the device in wet weather, dusty or smoky environments, or any other unfavorable environment. Operating under these conditions can damage internal components and impair the accuracy of the instrument. Anti-reflective surfaces refract the laser beam and measurement errors can result.
I write off everything for the New Year And now the correct answer: 1. The time spent in ENiR is given in the form of: a) man-hours; b) machine hours. 16. In paragraphs ENiR and VNiR on mechanized processes, except for the time norms for workers, are given in brackets without specifying the name of the time norms for machines in machine hours.
The registration number of the organization in the UIS: where to look The number according to the consolidated register where to find
Tariffs Basis for charging
Changes to the annual procurement plan