Daily rate of production of plasterer. Uniform norms of production and time Collection E8 Finishing coatings of building structures. IV. Assessment of the quality of work

The price is 600 rubles / m2, but they can start laying masonry only from October, because they are busy and will be released only at the beginning of October. If he agrees to wait, then they are ready to lay the clutch before winter. In the end, he agreed and received the clutch. Everyone is happy.

I can imagine what they put on him ... for that weather. it rains, then the frost picks up.
Are you all happy talking? Oh well

... in some places, some, sometimes, usually large organizations engaged in the installation of complex equipment AND EVERYTHING. The fact that at least someone somehow works and gives a good result is already an achievement. In many regions, there is no one to work properly. Moscow is overloaded with builders, and an acquaintance was in Abkhazia - they cannot find electricians there. plumbers, sane finishers - they are stupidly absent. Demographics and failures in vocational training will show the developers of Kuzkin's mother ..

I mean, there is no need for craftsmen with adequate requests that correspond to their professionalism to look for orders. They are simply passed from hand to hand and that's it. And those who stand at the markets and proudly call themselves a "builder", while constantly repeating that he has been working in Moscow for 10 years and has built a lot of things, those who stand and wait for their orders while someone all the same will not agree to their prices.

I know quite good masters who cannot be passed from hand to hand. And at the end of the work, albeit for a small amount, they try to throw it. no claims to quality. Moreover, quite intelligent, educated people are trying to throw away, who paint their reputation almost with a halo over their heads in conversation:

About not really professional builders... Excuse me, but where will the huge number of seasoned professionals come from? are they prepared somewhere in large quantities? investing money and organizing refresher courses?
... in some places, some, sometimes, usually large organizations engaged in the installation of complex equipment AND EVERYTHING. The fact that at least someone somehow works and gives a good result is already an achievement. In many regions, there is no one to work properly. Moscow is overloaded with builders, and an acquaintance was in Abkhazia - they cannot find electricians there. plumbers, sane finishers - they are stupidly absent. Demographics and failures in vocational training will show the developers of Kuzkin's mother ..

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 production rates and rates (ENiR) were introduced with a single tariff and qualification reference book, with a seven-digit tariff scale for construction workers, as well as a single for all construction projects, the scale of piece-rate-progressive surcharges for overfulfillment of production standards.

Calculation with workers for work performed is carried out according to ENiR.

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

Production rates are established taking into account the socialist attitude towards labor, the use of rational tools, labor methods and correct use working time.

Rates and prices are usually given for complex processes. This simplifies the rationing of construction and installation works, drawing up orders for workers, measuring work performed, and also contributes to the widespread introduction of a lump-sum wage system at construction sites. In some cases, elemental norms are also given.

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

The rates take into account the time spent on the preparation of workplaces; receiving tools, fixtures and materials from the warehouse; refueling, additive, tool point, as well as the maintenance of devices and machines in good condition. In view of the foregoing, these works are not paid separately, except for cases specifically stipulated in the relevant introductory parts and paragraphs of EH and R. The norms also include the time needed for workers to rest during the shift.

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

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

The norms provide for normal conditions for the production of construction and installation work. When carrying out work in special conditions not provided for in paragraphs EN and R by 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 rates and rates, two indicators are established: time rates (N. time) and rates (Rass.). They are given either in the form of a fraction (in the numerator - N. vr., In the denominator - Rass.) Or in two adjacent columns. For mechanized processes, usually, instead of the time rate, the machine's productivity rate is indicated, or both are given.

The times are given in man-hours for the meter specified in the paragraph. Rates 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 P, the calculated compositions of the links or the category of workers are given for those types of work that are performed individually or by a group of workers of the same category.

The performance of the task by workers of the wrong grades, which are indicated in paragraphs EH and P, as well as a change in the composition of the links or the performance of link work on an individual basis cannot serve as a basis for any recalculation of rates and prices.

The rates and prices in the text of paragraphs or in the corresponding introductory parts also provide for the transportation of materials within the work site along horizontal paths (delivery, delivery, lifting on a scaffold, etc.). When using these standards, it should be borne in mind that 1 m of lifting materials vertically corresponds to 10 m of lifting them along a horizontal path. Delivery of materials from the warehouses to the construction site should be carried out by transport workers, and not by skilled craftsmen doing the main work.

The work performed must satisfy technical specifications for the production and acceptance of the corresponding type of work. Defects resulting from the fault of the workers must be corrected and altered at no additional cost.

Let's note some features of EH and R for plastering and facing work. In EN and R, for example, it is stipulated that the scaffolds arranged by plasterers must be paid for separately. The cost of work in EN and R is indicated for lime, lime-gypsum, gaseous and clay solutions; when working with cement and complex mortars (in cases not specifically specified in EH and R), this cost must be multiplied by 1.2. The normal thickness of high-quality plaster (by beacons) is 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 composition of work, the composition of the link, the grade of each worker, the number of works in square meters or other measures, the cost and time required to complete them. For example, to make 10 m of improved plaster on the walls (as a rule) it takes 6.2 hours per worker; it takes 10 hours for one worker to perform high-quality plaster on the walls of 10 m 2 (on beacons). 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 this or that 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 must carefully read the collection of EH and R, issued by separate brochures, understand it, think over them and organize their work and the work of the link so as not only to fulfill, but also to overfulfill the production task.

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

Answer from Venya-Benya[guru]
my Ma would not sleep now, I would tell you for sure :))

Answer from Enlightened[guru]
Can you imagine the work of a plasterer?
If everything is done in an amicable way, then 20 square meters can be done in 3-5 days, depending on what the 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 handle.
Moreover, if you follow the technology and everything in order, so that the rodbant does not come off, you first need to go through the ceiling with a primer (it will take a day for it to completely dry), then after priming with concrete contact (another day).
If the ceiling is crooked, you need to freeze the lighthouses according to the level, it will also take a day for them to dry, then you can take on the very
plastering the ceiling. The work of visiting "masters" is expensive, but it is not a fact that everything was done there to the conscience.
But the work of a skilled worker costs twice as much, but the work will last as long as you live.

Answer from Detached[guru]
In 2.5 days - I would easily do this kind of work - with the installation of beacons

Answer from ""Poetess""[master]
According to the norm, but a state-owned enterprise, a plasterer must plaster 8 square meters in 8 hours of work, if in Kolyma it is possible to grow old it is quite possible to plaster 15-20 square meters per day, again, all envy on what layer of plaster and what to plaster (according to grid, shingles, brick, cinder block ...)

Answer from Dunno[guru]
on average 15sq. m. per day, depends 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 no 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 ready-made solution

Answer from Katya Yurikova[newbie]
20 square meters

Answer from Maxim Hoteev[newbie]
I listen to all this nonsense and wonder how many people confuse plaster with putty. Do you have any idea what it is like to plaster 20 squares with lighthouses in a day? on zalepukh you can drive 30 and 30.

All documents presented in the catalog are not their official publication and are intended solely for informational purposes. Electronic copies of these documents can be distributed without any restrictions. You can post information from this site to any other site.

MINTYAZHSTROY USSR
GLAVSREDURALSTROY
Trust ORGTEHSTROY

ROUTING

PLASTERING WORKS IN BRICK HOUSE
series 1-447s-34

Sverdlovsk 1969

Workflow maps were developed on the basis of generalizing the experience of the advanced plasterers' teams of the Sverdlovskgrazhdanstroy trust and conducting schools of advanced methods plastering works organized by the Orgtekhstroy Trust of Glavsreduralstroy in other construction organizations of the Glavka.

LIST OF STANDARD LABOR PROCESS CARDS FOR PLASTERING WORKS IN A RESIDENTIAL BRICK HOUSE SERIES 1-447S-34

I. Scope

Technological map for plastering works is developed in relation to typical project 5-storey brick residential building series 1-447s.

The flow-link method of plastering work adopted by this map contributes to improving the quality of work and increasing labor productivity. The work is being carried out in a rhythm: 14 days - entrance. The strength of the brigade is 21 people, the brigade works in one shift.

II. Technical and economic indicators

1. Number of apartments - 58, including: 3-room apartments - 20; 2-room apartments - 14; 1-room apartments - 24; stairwells - 3.

2. The volume of plastering work for the whole house, m 2 ... .. 11510

3. Labor intensity of plastering work for the whole house, man-days ..... 829.5

4. Labor intensity per 1 m 2 of plaster, man-days ... .. 0.07

5. Production per 1 plasterer per shift, m 2.…. 13.90

6. Duration of plastering work on the whole house, days (working days) ..... 39.5

7. The cost of labor for the whole house, rubles .. ... 3985

8. Average daily wage for 1 worker, rub ..... 4.80

III. Organization and technology of the construction process

1. Before plastering the premises, the following work must be performed:

a) all general construction work (except for finishing);

b) installed, pressurized and tested systems central heating, water supply and sewerage;

c) paved and tested hidden wiring and wiring of low-current lines;

d) ventilation ducts were cleaned, temporary openings were closed and the premises were cleaned of debris;

e) a plastering station was mounted, mortar pumps, vibrating sieve and other mechanisms were checked and tested;

f) water supply of the plaster station and each floor is provided by connecting rubber hoses to the risers of the internal water supply.

Premises, buildings should be accepted by the foreman of the plastering team for plastering work from the team that performed the previous work.

2. Plastering works are carried out sequentially, starting from the 5th floor. After finishing work in one entrance, the plasterers move on to the next, etc.

3. In accordance with the accepted flow-link method, the team of plasterers is divided into 7 links. Having worked for some time on performing any one operation and having mastered this type of work well, the link proceeds to perform other operations. Gradually, each worker of the brigade must master all types of work.

4. Considering that plaster mortars arrive at the facility not earlier than 11 am, it is necessary to provide a supply of lime mortar for work in morning hours in quantity3-4 m 3, ensuring its acceptance at the end of the working day. If the solution arrives only in the second shift, it is necessary to provide its supply for the work of the brigade for the entire first shift.

5. The brought mortar is enriched by adding appropriate binders: cement, lime paste, gypsum, depending on the type of surface to be plastered and its purpose.

To process the solution, a temporary unit is installed at the on-site site. The room for this unit is assembled from inventory boards; it houses a mortar mixer, an inventory box for receiving mortar with a capacity of 4.5 m 3.

The solution is pumped by a screw pump directly into the loading bucket of the mortar mixer, cement is added there, depending on the type of surface to be plastered and the quality of the delivered solution. From the mortar mixer, the solution goes to a vibrating sieve with 5 cells´ 5 mm, and from there into the hopper of the mortar pump. As the hopper is filled, the mechanic turns on the mortar pump and the solution is fed to workplace... The same mortar pump delivers the solution for filtering through an inclined sieve with cells of 1.0´ 1.0 mm. The filtered solution goes to the cover, and the screening is fed by the mortar pump to the receiving box. Mechanisms (mortar pumps supplying the solution for coating and screening), containers, an inclined sieve are installed in one of the rooms on the ground floor for convenience of work in winter. Mortar pumps supplying mortar to mortar lines have been modernized. They are equipped with compensators and autoregulators, which were proposed by the chief specialist of the Orgtekhstroy trust N.P. Shepelenko.

6. The compensator (see drawing K-00-00) is installed on the mortar pump instead of the existing air cap. During the forward stroke of the pump piston, the air in the expansion joint pipe is compressed, and during the reverse movement of the piston, it expands and sends an additional portion of the solution into the mortar line. Thanks to this, the pulsation is smoothed, the rubber mortar line at the bends does not wear out, and most importantly when mechanized application solution, the torch turns out to be even.

7. The autoregulator (see drawing A-00-00) serves to increase the reliability of the mortar pumps protection from overloads, to regulate the nozzle flame and its performance. Rubber hoses with a diameter of 51 and 38 mm are used as mortar lines. In order to facilitate the work of the worker performing the nozzle, the last 10 m of the grout line are made from hoses with a diameter of 32 mm (for spraying and soil) and a diameter of 25 mm (for covering) and are connected to the main grout using an adapter. A fishing rod is attached to the end of the hose.

8. The rod is a composite (threaded) 3/4 "pipe with a plug valve; a corresponding screw nozzle is screwed onto the end of the rod, depending on the consistency of the solution.

The nozzles differ only in the volume of the screw chamber and the diameter of the outlet. Each nozzle has a set of nozzles with different outlets.

For work in bathrooms, the middle part of the pipe is thrown away.

9. Grouting of surfaces is done manually, but it is possible to grout mechanically, for this, a separate map for grouting plastered surfaces with a pneumatic trowel S-943 has been developed. To operate this machine, two inventory risers for water and compressed air are mounted in the stairwell. Compressed air is supplied by a 0-38 compressor.

10. For units performing work not related to the mechanical application of the solution, the solution is fed at the beginning of the shift into special containers. Cement and gypsum are transported to the floors in bags using a hoist designed to serve teams performing finishing, roofing and other works.

IV. Assessment of the quality of work

1. The strength of adhesion of individual layers of plaster to each other (spray, soil and cover layer), as well as to the surface to be plastered, should be checked by light tapping.

2. Cracks, bumps, shells (dutik), rough surface, gaps at window sills, platbands, plinths, heating devices and others are not allowed.

V. Organization and methods of work

1. The basis for organizing the process of plastering work provides for its division into operations - the division of labor between ranks, that is, the flow-link method of work.

2. The brigade units are staffed depending on the complexity, labor intensity and duration of the work performed and are included in the flow in a strict technological sequence.

3. Within the links, labor is distributed among the individual plasterers in accordance with the qualifications.

The composition of the brigade and the distribution of work by links

Notes (edit) . 1. Preparatory work(preparation of the surface for plastering, sealing of joints) is carried out by workers who are not engaged in the main work (in the absence of a work front). After the preparatory work, the plasterers perform the main operations in separate links - application of spraying, soil, coating, plastering of slopes, ceilings.

2. Ceiling plastering works are performed by 2 links, 2 persons each (see insert).

List of mechanisms, devices and tools for a team of plasterers of 21 people.