The rate of production of a plasterer is 3 categories. Machine plaster: prices, performance, standards. IV. Evaluation of the quality of work

According to the Decree of the Central Committee of the CPSU and the Council of Ministers of the USSR, from January 1, 1956, for all construction projects, ministries and departments, uniform norms for output and prices (ENiR) were introduced with a single tariff-qualification directory, with a seven-digit tariff scale for construction workers, as well as a single scale for all construction projects of progressive piece-rate surcharges for overfulfillment of output standards.

The calculation with the workers for the work performed is carried out according to the ENiR.

The value of the norms and prices is determined depending on the nature of the work, the conditions in which it is performed, the complexity, complexity and accuracy of the materials used, machines, tools, etc.

Output standards are established taking into account the socialist attitude to work, the use of rational tools, labor methods and correct use working time.

Norms and prices, as a rule, are given for complex processes. This simplifies the rationing of construction and installation work, drawing up orders for workers, measuring the work performed, and also contributes to the widespread introduction of a piecework wage system at construction sites. In some cases, elemental norms are also given.

Shortcomings in the organization of labor and production cannot serve as a basis for any changes in norms and rates.

The norms take into account the time spent on preparing jobs; receiving tools, fixtures and materials from the warehouse; dressing, additive, tool point, as well as maintenance in good condition fixtures and machines. By virtue of the foregoing, these works are not separately paid, except as specifically provided in the relevant introductory parts and paragraphs of EH and R. The time required for rest of workers during the shift is also included in the norms.

When new machines, fixtures and tools that increase labor productivity, but not provided for in the relevant paragraphs of EH and R, are made available to workers, the use of EH and R is prohibited. In these cases, local reduced time standards and rates should be established, which are put into effect by order of the construction manager.

If innovative workers make various improvements in the organization of their work, the time standards and rates for them must remain unchanged for six months.

The regulations provide normal conditions production of construction and installation works. When doing work in special conditions, not provided for by paragraphs EN and R, by the methods of technical regulation, local standards and prices are developed, which are approved and put into effect by order of the construction manager.

In uniform norms and prices, two indicators are established: time standards (N. time) and prices (Rates). They are given either as a fraction (in the numerator - N. vr., in the denominator - Rasc.) or in two adjacent columns. For mechanized processes usually, instead of the norm of time, the norm of the productivity of the machine is indicated, or both are given.

The time standards are given in man-hours for the meter indicated in the paragraph. Prices are given in rubles and kopecks for the same meter and are calculated by multiplying the time norms by the corresponding estimated hourly rates of pieceworkers.

In addition, in paragraphs EH and R, the calculated composition of links or the category of workers for those types of work that are performed individually or by a group of workers of the same category are given.

The fulfillment of the task by workers of different categories than those indicated in paragraphs EH and R, as well as a change in the composition of links or the performance of link work on an individual basis cannot serve as a basis for any recalculation of rates and prices.

The norms and prices in the text of the paragraphs or in the relevant introductory parts also provide for the transportation of materials within the place of work along horizontal paths (towing, posting, lifting to the scaffold, etc.). When using these standards, it should be borne in mind that 1 m of vertical lifting of materials corresponds to 10 m of their towing along a horizontal path. The transport of materials from warehouses to the construction site should be carried out by transport workers, and not by qualified craftsmen who perform the main work.

The work performed must meet specifications for the production and acceptance of the corresponding type of work. Marriage received through the fault of the workers must be corrected and redone without additional payment.

We note some features of EN and R for plaster and facing works. In EN and R it is provided, for example, that the scaffolding arranged by plasterers must be paid separately. The cost of work in EN and R is indicated for lime, lime-gypsum, gypsum and clay mortars; when working with cement and complex mortars (in cases not specifically specified in EN and R), this cost must be multiplied by 1.2. Normal thickness high quality plaster(according to lighthouses) - up to 3 cm, improved (as a rule) - up to 2 cm and simple - up to 1.5 cm. and Rass. increase by 15%.

Each paragraph of the uniform norms and prices indicates the scope of work, the composition of the link, the category of each worker, the number of works in square meters or other measures, the cost and time required to complete them. For example, to perform 10 m of improved plaster on the walls (as a rule) it takes 6.2 hours per worker; to perform high-quality plaster on the walls of 10 m 2 (for beacons) it takes 10 hours per worker. Knowing the amount of time required for plastering 10 m 2, it is not difficult to determine the rate of output per hour for one worker. For this, the number of works in meters (in this case, 10 m 2) is divided by the time required to complete 1 m 2 of one or another type of plaster. The production rate for one hour of improved plaster by one worker is 10:6.2=1.62 m 2 .

For a better acquaintance with the norms and prices, each plasterer is obliged to carefully read the collection of EH and R, published in separate brochures, understand it, think through them and organize their work and the work of the link so as not only to fulfill, but also to overfulfill the production task.

good afternoon, very interest Ask. Of course, there should be a norm and it is. But unfortunately, not all masters follow it and generally let their customers know about it. It all depends on the level of professionalism and seriousness. If a worker really loves his job and is a master in it, then he will tell you exactly the rate and speed of work, but if you come across someone who works against his will, if only, then you are unlikely to get true information. In general, it all depends on the category of the worker and on the walls themselves. Officially, a 4-class painter-plasterer performs approximately 20 squares per day (in 7 hours). But if the walls are too crooked, then in the worst case there will be 15-16 squares.

Everything is individual and depends on the materials that the master works with. (In my experience, I can say that it takes much longer to level the walls with the "Rotband" mixture than with the same German "Fugenfuller", which instantly hardens on the walls and does not take a long time to dry. With a good mixture, a normal master produces about 20 square meters, given the installation of beacons to align curved walls. Alas, in most apartments of a standard layout there is a need for this. Again, if we equate to wallpaper, then one working, and if for painting, then another. The only advice is to hire qualified professionals.

It is, but here a lot depends both on what category the master has, and on the material. Yes, and from a specific person, if a specialist is a quitter and so on, then do not expect anything more, he will fiddle with any material for a long time and do everything very slowly. And if this is a competent master, then this is about 20 square meters for a 7-hour working day, but even this is relative. There are people doing more and doing less. It is also important here how a person treats his work, those who like it, perform everything more successfully than the rest. You should just look for a good specialist with the largest discharge and then everything will be done quickly.

As other commentators have noticed, there are norms, but alas, not everyone works on it, and besides, it all depends on the walls, for example, my painter laid down perfectly in 7 hours up to 30 squares, though the person has a lot of experience. In your case, less than 15 squares is already a hack, so be careful, because in fact, even on a curved wall, you can lay out 15 squares in 7 hours, and on a perfectly flat wall, you can safely put 20. In general, I saw all these norms somewhere in Google, you just have to look there big list under different grades. In addition, it is worth considering the quality of the material provided, as you know, often the work does not go precisely because of the low-quality components of the solution.

The norms must be commensurate with the type of plaster, namely, in construction there are three levels of performance of these works - simple plaster, improved and high quality, which is done under the wall covering with color. Recently, walls were leveled in one apartment. In one of the rooms, with an area of ​​16 sq. m. it took as many as 50 bags of alinex glatt to level the walls. It took a whole week to dry out. So rules are relative in this case. If you just walk on the walls thin layer plaster mixture, then you can easily and 100 square meters. meters to overcome in a day. But, I personally for quality, contrary to all norms.

Balabols-theorists! According to Soviet standards, it takes 6.2 hours to plaster 10m of improved plaster (as a rule). For 10m of high-quality plaster (for lighthouses), with a thickness of up to 3cm - 10 hours. Accordingly, if we are talking about high-quality plaster, then in 7 hours it is 7 squares. At the same time, with an increase in the plaster layer for each cm more than 3 cm, the price increases by 15%.

Uniform norms of production and time

COLLECTION E8

FINISHING COATINGS OF BUILDING STRUCTURES

FINISHING WORK

INTRODUCTION

1. The production and time standards of this collection provide for the main types finishing works: plastering, painting, wallpaper, glass and facing.

2. The structures of buildings and structures to be finished must comply in terms of quality and tolerance with the requirements provided for by the chapters of the relevant SNiPs and GOSTs.

3. Materials and products used for finishing work must meet the requirements of the relevant standards.

4. Finishing work is carried out in accordance with the project for the production of works (PPR) for the construction of buildings and structures. The main requirements for the quality of finishing work, limit deviations shown in technical parts to the corresponding chapters of the collection.

5. The norms take into account the performance of the following auxiliary operations, which are not additionally paid:

cleaning of treated surfaces from contamination with a spatula with sweeping or wiping with rags up to 10% of the entire area, except for the norms of § E8-1-15 table 2, line 7, tables 5, 6, 7, 9; E8-1-18 Table 2; E8-1-19; E8-1-28 tables 3, 4, in which direct norms are given for this operation;

surface wetting;

shoveling the finished solution;

rearrangement and relocation within one section of scaffolding tables with rearrangement of shields, stepladders and under them ladders during processing internal surfaces up to 3.5 m high, except § E8-1-33;

protection of sanitary appliances, window glass and joinery with simple improvised means;

movement of materials at a distance of up to 30 m, given to the horizontal.

6. The norms provide for the performance of work at a height of up to 3.5 m.

When processing surfaces located above 3.5 m (from the floor or ceiling mark), with the movement of ready-made mobile scaffolds, multiply by 0.8, -1.25 (VT-1).

7. Norms are not taken into account and are paid additionally:

installation and rearrangement of scaffolding, continuous tape and other fixed scaffolds - according to the collection E6 "Carpentry and joinery in buildings and structures";

movement of materials at a distance in excess of that specified in paragraph 5 of this introductory part - according to the collection E1 "Internal transport work";

preparation of mortars (except in special cases) - according to the collection E3 "Stone work";

maintenance of compressors and installation of air ducts and mortar pipelines.

8. The norms provide for the performance of work in rooms with a floor area of ​​St. 5 m. When working in rooms with floor area up to 5 m and multiply:

according to chapter 1, except for § E8-1-13, 0.67, 1.5 (HF-2);

according to Ch.2, 3, 5 0.83, 1.2 (HF-3).

9. The norms of § E8-1-1 Table 2 columns "e" and § E8-1-5 Table 1 apply only in some cases with the obligatory execution of an act for work related to the revision building structures and details on the construction site.

10. All types of finishing work covered by this collection must be carried out in compliance with the rules provided for by SNiP III-4-80 "Technique".

Workers must know and follow the specified safety regulations when performing work.

11. Tariffication of works is made in accordance with the ETKS of works and professions of workers, issue 3, section. "Construction, installation and", approved in 1985 with subsequent additions and changes as of 1987

12. The paragraphs show the norms of production () and the norms of time () in the form of a fraction (above four, under the line -) or separately in two adjacent columns.

13. Time standards are given in man-hours for the meter adopted in the paragraph.

14. Production rates are calculated on the basis of time rates () per unit of the accepted work meter based on a work shift of 8 hours for 1 worker. When performing link processes, it is determined by multiplying for 1 worker by the number of workers involved in the performance of the corresponding work.

15. Prices are calculated directly in, based on the time standards established in these organizations.

Chapter 1. PLASTERING

Technical part

1. The norms of this chapter take into account the performance of internal and external plastering works in accordance with the requirements of section 3 of SNiP 3.04.01-87 "Insulating and finishing coatings".

2. In the production of plastering works, all technological operations, where mechanization means are provided, must be carried out only mechanized way. Applying the solution manually is allowed in rooms with a floor area of ​​​​5 m2 or less, as well as in conditions that do not allow the use of means of mechanized application of the solution.

3. Concrete and gypsum concrete surfaces are treated before plastering: cutting, notching, priming with a 7% solution of polyvinyl acetate and subsequent plastering with a polymer cement mortar, treatment with a 10% solution of technical hydrochloric acid.

Smooth surfaces concrete elements prefabricated prefabricated structures, as well as rolled gypsum concrete panels with a clean, smooth surface, are not subject to plastering.

4. When plastering rooms with a height of more than 3.5 m and facades, inventory scaffolding is provided. The scaffolding used must be sustainable, providing safe work plasterers.

5. and taken into account, except in special cases:

with mechanized supply and mechanized application - the use of lime-gypsum, cement-lime or cement mortars;

with manual plastering - the use of cement-lime or cement mortars.

6. With mechanized supply and mechanized application of lime and clay mortars, as well as with manual plastering - the use of warm and cold lime, lime-gypsum, cinder and clay mortars - multiply by 1.2, - by 0.85 (PM-1) . When working with chlorinated lime mortars multiply by 0.9 (PM-2). When working with chlorinated cement-lime or chlorinated cement mortars- - by 0.9, - by 1.1 (PM-3).

7. When plastering facades, it is provided that the area of ​​openings does not exceed 20% of the area of ​​facades. With a larger opening, multiply by 0.83, - by 1.2 (PM-4).

The percentage of opening is determined for each wall (main facade, courtyard facade, end facade) and for each type of plastering (regular, decorative) separately.

8. The measurement of the performed plastering work is calculated minus the area of ​​the openings along the outer rim of the boxes. With a width of cornices or abutments exceeding 300 mm, the areas occupied by them are excluded from the measurement.

9. In the production of plastering work must be observed technical requirements given in the following table:

10. When accepting plastering work to finished coatings According to SNiP 3.04.01-87 "Insulating and finishing coatings", the following requirements are imposed:

the plaster must be firmly connected to the surface of the plastered structure and not peel off from it;

plastered surfaces should not have limit deviations exceeding those given in the table.

Workers must know and comply with all the requirements for the quality of work performed, provided for in this chapter.

§ E8-1-1. Preparation of surfaces for plastering

Guidelines for the application of standards

The norms of this paragraph provide for the coating of concrete, reinforced concrete, brick and wooden architectural details (cornices, belts, etc.), junctions of wooden parts of buildings with stone, brick and concrete structures metal mesh with cells measuring 10x10 mm or weaving from wire with cells measuring not St. 40x40 mm, if necessary, plastering with a layer of St. 20 mm.

Places of mating of plastered surfaces made of different materials, are upholstered with a metal mesh with an overlap of 4-5 cm on both sides of the joint, and the surfaces wooden structures- lathing boards with a mesh size of 45x45 mm in the clear without weaving the pancakes.

Upholstery with piece shreds is made only with small amounts of work.

Notching surfaces and felling concrete sags

Composition of the work

1. Notching the surface with strokes or cutting down the influx of concrete. 2. Surface cleaning.

Table 1

table 2

Production rates in m
Norm of time per 100 m of prepared surface

Fastening plaster mesh and braiding with wire over nails

Scope of work

When punching the mesh along the frame coated with a solution

1. Marking and cutting the grid. 2. Mesh punching finished frame with pull. 3. Preparation of cement milk. 4. Spraying the mesh with cement milk (when coated with lime-gypsum mortar). 5. Preparation of lime- gypsum mortar. 6. Coating the grid with a solution.

When fastening mesh strips in the corners and on the furrows or at the junction of structures made of different materials

1. Marking and cutting the grid into strips. 2. Attaching the mesh to wooden surfaces nails; to brick, concrete - mortar. 3. Preparation of gypsum mortar by hand.

When wrapping metal beams with mesh

1. Marking and cutting the grid. 2. Wrapping the beams with mesh with fastening.

When braiding wire over nails

1. Stuffing nails. 2. Braiding with wire.

Table 3

Production rates in m
Time limits for meters indicated in the table

Upholstery of wooden surfaces

Plasterer 2 bit.

Table 4

Production rates in m
Time limits for 100 m of prepared surface

In the section on the question How many square meters can a plasterer plaster in a day? given by the author Nils Pelkonen the best answer is 20 meters on the floor is about 40 on the walls. the norm for a plasterer is 8-10 meters per working day. it will turn out really from 3 to 5 days depends on the walls. gypsum plaster faster

Answer from Venya-Benya[guru]
If my Ma didn’t sleep now, I would definitely tell you :))

Answer from flush[guru]
Do you imagine the work of a plasterer?
If everything is done in a good way, then 20 square meters can be done in 3-5 days, depending on what ceiling was before work.
And if you do it like a housing office or guest workers, then you can do it for 1 slave. day to cope.
Moreover, if you follow the technology and everything is in order, so that the rodbant does not fall off, you first need to go through the ceiling with a primer (it will take a day for it to dry completely), then after priming with betocontact (another day).
If the ceiling is curved, you need to freeze the beacons in terms of level, it will also take a day for them to dry, then you can already take on the
ceiling plaster. The work of visiting "masters" is expensive, but it's not a fact that everything is done there in good faith.
But the work of a skilled worker costs twice as much, but the work will last as long as you live.

Answer from throw away[guru]
In 2.5 days - I could easily do such a job - with the installation of beacons

Answer from sucker[master]
Normally but state enterprise the plasterer must plaster 8 square meters in 8 hours of work, if on the kolyma it is possible to try and quite realistically plaster 15-20 square meters per day, again, everything depends on what layer of plaster and what to plaster (on the grid, on the shingles, brick, cinder block....)

Answer from Dunno[guru]
an average of 15 sq. m. per day, depending on the walls, you can drive 30 squares.

Answer from Galina Berezina[expert]
You can plaster the entire length of the room, but to a height of not more than 1.5 m2 In order for the lower part to strengthen, the rest of the area is plastered the next day

Answer from Borya Bonev[guru]
norm 9-12 sq. m per shift from the finished solution

Answer from Katya Yurikova[newbie]
20 square meters

Answer from Maxim Khoteev[newbie]
I listen to all this nonsense and am surprised, many people seem to confuse plaster with putty. do you have any idea what it means to plaster 20 squares with beacons placed in a day? you can drive 30 on zalepuhe.