Collection 38 Manufacturing of technological metal structures in production bases


Coefficients for prices

Coefficients taking into account the use in working drawings of structures designed taking into account reliability coefficients for their intended purpose, in accordance with the Rules for taking into account the degree of responsibility of buildings and structures during design

printed:

Reliability factors by purpose 1,0 0,95 0,9
Coefficients for prices 1,0 1,03 1,06

should read

Reliability factors by purpose 1,0 0,95 0,9
Coefficients for prices 1 0,97 0,94

additions to the technical part

Additions to the technical part of pp. 1.41-1.43

clause 1.41. The prices in Table 02-014 are intended to determine direct costs and estimated costs when performing work on the installation of metal structures of vertical cylindrical steel tanks for oil and petroleum products with a capacity of 5000 m3 and 10000 m3 in accordance with the requirements of the “Rules for the construction of vertical cylindrical steel tanks for oil and petroleum products” PB 03-605-03.

clause 1.42. The prices in table 02-014 take into account the costs of hydraulic, pneumatic tests, as well as tests with a vacuum apparatus. Other types and scopes of control are carried out in accordance with PB 03-605-03 and the requirements of the work project and are taken into account additionally.

The prices take into account the costs of installing hatches (manholes) in the wall and skylights in the roof of the tank, nozzles for the measuring hatch, as well as installation nozzles. The insertion of other hatches and pipes, including receiving and distributing pipes, is taken into account additionally.

clause 1.43. The prices in Table 02-014 do not take into account the costs of installing metal structures for stairs and platforms. The costs of these works are determined additionally according to the corresponding tables of this collection.

additions to prices

Price numbers Name and characteristics of construction work and structures Direct costs, rub. Including, rub. Labor costs of workers, person-hours
workers' compensation machine operation materials
Codes of unaccounted materials Name and characteristics of materials not included in prices, unit of measurement Total incl. drivers' wages consumption of unaccounted materials
1 2 3 4 5 6 7 8

What influences pricing

To calculate the estimate correctly, you need to understand what factors influence pricing. In simple words, what affects the final cost of your work. There are many factors, but we will highlight the most basic ones that apply to any type of welding.

The first factor is the volume of welding. This is logical; the amount of payment directly depends on the amount of work. But in addition to volumes, the complexity of the welding process, the type of welding chosen and the number of consumables used in welding must be taken into account. Agree, fast arc welding with electrodes is several times cheaper than semi-automatic welding using tungsten rods and gas.

Later we will tell you which formula to use in order to correctly calculate your welding work. Using the formula, you can set the optimal tariff for welding work. In the meantime, let's talk about methods for assessing welding work.

Table 38-01-006.Small individual designs

Meter: 1t designs

Assembly using a truck-mounted crane:
38-01-006-01 sheet structures weighing up to 0.5 tons (tanks, chutes, funnels, gutters, trays, etc.) 13165,08 1513,40 3893,15 139,53 7758,53 161
38-01-006-02 stepladders, links, brackets, brake structures, etc. 9708,81 1034,00 1921,54 22,90 6753,27 110
Assembly using an overhead crane:
38-01-006-03 sheet structures weighing up to 0.5 tons (tanks, chutes, funnels, gutters, trays, etc.) 12434,35 1466,40 3267,13 124,10 7700,82 156
38-01-006-04 stepladders, links, brackets, brake structures, etc. 9646,61 1034,00 1878,04 21,68 6734,57 110
Assembly using electric winches (with installation and removal of them during the care process):
38-01-006-05 sheet structures weighing up to 0.5 tons (tanks, chutes, funnels, gutters, trays, etc.) 12854,75 1776,60 3334,02 150,16 7744,13 189
38-01-006-06 stepladders, links, brackets, brake structures, etc. 9879,39 1222,00 1919,06 36,43 6738,33 130
Assembly using manual winches (with installation and removal during operation) or manually (small parts):
38-01-006-07 sheet structures weighing up to 0.5 tons (tanks, chutes, funnels, gutters, trays, etc.) 12670,90 1823,60 3088,56 36,93 7758,74 194
38-01-006-08 stepladders, links, brackets, brake structures, etc. 9826,33 1222,00 1866,00 14,79 6738,33 130

ESTIMATED PRICES FOR MATERIALS, PRODUCTS AND STRUCTURES

AT BASIC PRICES AS OF 01/01/2000

Resource code Name Unit change Estimated price rub.
101-0324 Technical gaseous oxygen m3 6,22
101-0971 Round and square hot-rolled products of size 52 - 70 from carbon steel grade St3sp T 5433,02
101-1015 I-beams No. 60 made of St3sp steel T 4851,30
101-1026 Channels

40 made of St3sp steel

T 5751,70
101-1046 I-beams with parallel flange edges, normal “B”, semi-quiet steel, No. 20 - 24 T 5914,05
101-1093 Hot-rolled corner products of normal rolling accuracy of unmeasured length from steel S345k T 7353,70
101-1139 Bent steel profiles from hot-rolled sheets of the St3sp brand, normal rolling accuracy, irregular length, thickness 7-8 mm T 6154,16
101-1515 Electrodes with a diameter of 4 mm E46 T 10749,00
101-1521 Electrodes with a diameter of 5 mm E42 T 9765,00
101-2215 Hot-rolled steel sheet grade St3, 1 mm thick T 6812,77
101-2216 Hot-rolled sheet steel grade St3, thickness 2 - 6 mm T 5941,89
101-2278 Propane-butane, technical mixture kg 6,09

Work evaluation methods

Before you learn how to do the math, familiarize yourself with methods for estimating welding costs. After all, in addition to mathematical calculations, there are other methods. This knowledge will be useful both to home welders who want to make estimates, and to industrial craftsmen who are tasked with independently estimating the cost of their work.

There is no uniform classification of methods. But we will highlight the main ones, which are most common and easy to use.

Visual assessment

The simplest assessment of the cost of metal structures is visual, or “by eye” (as home craftsmen often call it). This is a very unstable and controversial method, but it is the most accessible of all and does not require any knowledge at all. Often, this method is used in their work by beginners or craftsmen who make simple metal structures (for example, greenhouse frames).

In such cases, the master takes into account the time and materials spent, and also evaluates his customer. If the latter looks wealthy, then most likely the master will ask for a higher price.

There is also a hybrid of visual assessment and calculation. Everything is simple here: the cost of the metal (which is often estimated just “by eye”), which was required for the manufacture of a metal structure, is taken and multiplied by 2. Again, a rather primitive method, but quite effective if welding is not your main income.

Mathematical calculation

The most common method. We have already talked about it earlier. To make a mathematical calculation, special formulas are used. The estimate is most often generated on a computer in a special program.

We would like to tell you separately about an interesting technique that allows you to quite simply calculate tariffs for your work. The essence of the technique is to break down all the components of welding so that they can be easily assessed. First you need to determine the cost of the metal and consumables necessary to carry out welding work in an industrial or home environment.

Let's summarize these indicators. We get the amount that needs to be written down. These are our main expenses. Next, we determine how difficult the welding will be (conventional arc welding or resistance welding to be performed, for example). Sets the cost (the more complex the welding, the more expensive it is). The labor intensity of production and the time spent on work are also taken into account. This is overhead.

Now let's sum up overhead and basic expenses. This is the cost of welding. You need to add profit on top or factor it into overhead costs in advance. Calculating the cost using the mathematical method is quite simple and does not require special knowledge.

Next, we will tell you how to calculate the cost of welding using a simple formula.

Table 38-01-003. Lattice structures

Meter: 1t designs

Lattice structures (racks, supports, trusses, etc.), assembly using:
38-01-003-01 truck-mounted crane 8160,89 875,42 1103,04 89,47 6182,43 91
38-01-003-02 overhead crane 7714,22 843,67 696,57 78,38 6173,98 87,7
38-01-003-03 electric winches (with installation and removal during operation) 7767,31 1115,92 448,53 15,20 6202,86 116
38-01-003-04 manual winches (with installation and removal during operation) or manually (small parts) 7762,06 1154,40 396,22 15,20 6211,44 120

Table 38-01-004. Platforms and stairs

Meter: 1t designs

Assembly using a truck-mounted crane:
38-01-004-01 sites for maintenance of equipment and pipelines 7670,55 893,00 953,59 72,75 5823,96 95
38-01-004-02 straight and curved stairs with guardrails 9893,64 1154,40 744,29 42,37 7994,95 120
Assembly using an overhead crane:
38-01-004-03 sites for maintenance of equipment and pipelines 7239,18 874,20 703,45 65,87 5661,53 93
38-01-004-04 straight and curved stairs with guardrails 9710,38 1154,40 700,79 41,14 7855,19 120
Assembly using electric winches (with installation and removal during operation):
38-01-004-05 sites for maintenance of equipment and pipelines 7599,28 1109,20 671,60 85,14 5818,48 118
38-01-004-06 straight and curved stairs with guardrails 10055,87 1346,80 726,02 55,91 7983,05 140
Assembly using manual winches (with installation and removal during operation) or manually (small parts):
38-01-004-07 sites for maintenance of equipment and pipelines 7465,96 1128,00 516,17 26,88 5821,79 120
38-01-004-08 straight and curved stairs with guardrails 10006,04 1346,80 676,19 34,27 7983,05 140

Table 38-01-005. Overpasses, galleries

Meter: 1t designs

Pipeline racks, galleries, assembly using:
38-01-005-01 truck-mounted crane 7353,16 528,14 543,00 42,09 6282,02 54,9
38-01-005-02 overhead crane 7190,70 516,59 395,25 38,06 6278,86 53,7
38-01-005-03 electric winches (with installation and removal during operation) 7417,71 731,12 394,65 55,01 6291,94 76
38-01-005-04 manual winches (with installation and removal during operation) or manually (small parts) 7328,19 742,66 291,41 15,10 6294,12 77,2

ESTIMATED PRICES FOR THE OPERATION OF CONSTRUCTION MACHINERY AND MECHANISMS

AT BASIC PRICES AS OF 01/01/2000

Resource code Name Unit change Base price RUR
Pay for drivers rubles.
020811 Electric overhead cranes when working on the installation of general-purpose technological equipment 10 t mach.-h 73,12

13,50

021102 Truck-mounted cranes when working on the installation of technological equipment 10 t mach.-h 134,65

13,50

030404 Electric winches with traction force up to 31.39 kN (3.2 t) mach.-h 6,90

0,00

030405 Electric winches with traction force up to 49.05 kN (5 t) mach.-h 8,20

0,00

030406 Electric winches with traction force 78.48 kN (8 t) mach.-h 29,08

10,06

040300 Automatic welding machines with a rated welding current of 450 - 1250 A mach.-h 39,49

0,00

040502 Installations for manual arc welding (DC) mach.-h 8,10

0,00

040504 Gas welding and cutting machine mach.-h 1,20

0,00

330206 Electric drills mach.-h 1,95

0,00

330301 Electric grinding machines mach.-h 5,13

0,00

330500 Special sheet bending machines (rollers) mach.-h 14,38

0,00

330900 Crank guillotine sheet shears mach.-h 70,00

0,00

331002 Drilling machine mach.-h 2,36

0,00

350451 Hydraulic press with electric drive mach.-h 1,11

0,00

350471 Crank press brake 1000 kN (100 tf) mach.-h 56,24

10,06

350481 Combined press shears mach.-h 15,40

10,06

400002 Flatbed vehicles, load capacity up to 8 tons mach.-h 107,30

0,00

Table 38-01-002. Monorails, beams and other similar structures of industrial buildings

Meter: 1t designs

Monorails, beams and other similar structures of industrial buildings, assembly using:
38-01-002-01 truck-mounted crane 5472,61 224,15 259,46 13,50 4989,00 23,3
38-01-002-02 overhead crane 5433,06 221,26 222,85 12,56 4988,95 23
38-01-002-03 electric winches (with installation and removal during operation) 5655,85 409,81 252,34 27,06 4993,70 42,6
38-01-002-04 manual winches (with installation and removal during operation) or manually (small parts) 5426,74 232,80 203,78 6,75 4990,16 24,2
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