SBC 2004 in engineering geodetic surveys , approved in 2004 by the Gosstroy Pricing Department, was designed to determine the base price at the 2001 level. In connection with the fact that the Ministry of Construction indices are issued for the price level of 2000, the basic values from the SBC for engineering and geodetic surveys (2004) must be translated by the index 1.19, approved by the letter of the State Construction Committee No. NZ-4316/10 dated July 16, 2003. This directory contains both basic and aggregated prices for performing engineering-geodetic surveys and auxiliary works, calculated based on the cost of using modern technologies for carrying out office and field work during engineering surveys. The basic prices of the SBC for engineering and geodetic surveys (2004) take into account overhead costs, planned savings, and social charges. Taxes and fees levied on organizations producing engineering and geodetic work, are also taken into account by the standards of the collection, with the exception of VAT. Field surveys include payments to employees travel expenses, in contrast to engineering and geodetic work carried out in office conditions.
Algorithm and examples of preparing estimates for engineering and geodetic work
To learn how to prepare estimates for the SBC for engineering and geodetic surveys, you need to understand the structure of the collection and the principle by which its tables are compiled. Thus, in most tables, values are presented as a fraction, the numerator of which represents the cost of field work, and the denominator represents office work. For example, for the 1st category of complexity, the cost of leveling the 1st class will be 143 rubles. for field and 134 rub. – for office work per 1 double-stroke tripod. The basic prices of the collection do not take into account the costs of external and internal transport, the cost of which is calculated according to tables 4 and 5 of this collection. To calculate the costs of transporting engineering and geodetic personnel from the location to the work site, we use Table 4, in which the cost of transportation varies based on the distance in kilometers and the total estimated cost of field survey work. So, if the distance between the base or place of residence of the expedition and the field work site is 35 km, and estimated cost research is calculated at the level of 240 thousand rubles. Then the cost of internal transport according to Table 4 will be 18.75%, i.e. 240000 x 0.1875 = 45 thousand rubles. Expenses for external transport make it possible to compensate for the costs associated with transporting personnel and equipment from the permanent location of the company performing survey and geodetic work to the expedition base. The structure of Table 5, used to calculate the costs of external transport, has a slightly different structure compared to Table 4. By comparing the transportation distance to the base in one direction and the estimated cost of field and office work, we obtain the percentage of transport costs per both directions.
Speaking about the coefficients that increase the final cost according to the estimate, we note mountainous and highland areas, which give an increase from 1.1 to 1.25. If it is necessary to carry out work at night, the cost of field surveys should also be increased by a factor of 1.35. In principle, the coefficients that increase the cost of the estimate are listed on a couple of pages in the collection of technical and geodetic surveys. For example, there is a coefficient used when drawing up color plans of buildings in paint - 1.1.
Prices for engineering and survey work are indicated at the price level of 2001 and are translated into the current quarter using the indices of the Ministry of Construction. Naturally, costs in current prices do not require additional translation by indices. When drawing up an estimate for a contract, in some cases unforeseen expenses of 10% or more are provided.
To work with the collection of SBC for engineering and geodetic surveys, you need to understand the classification of categories of complexity of the conditions for performing engineering and geodetic work and categories of terrain complexity. When assessing the work for the production and installation of geodetic signs, there is also a classification of soils, based on which the cost according to the estimate varies. Chapter 2 of the collection lists standards for monitoring the deformation of buildings and structures. To determine the cost of leveling, reconnaissance, determining the inclinations of towers and columns, transmitting heights from the horizon, etc., it is necessary to determine the category of complexity of performing engineering and geodetic surveys. The 1st category of complexity includes leveling on the streets of settlements with a building density of up to 20%, the 2nd category - 20-50% and the 3rd category - a building density of more than 50%. Thus, determining the cost of 1st class leveling in the estimate, we find that in the built-up part of the city the cost of field work will be 241 rubles, office work - 195 rubles.
In the second part of the collection of technical and geodetic surveys, basic prices for geodetic work on the ground are calculated, incl. layout of routes, removal of axes of buildings, structures, structures. The third part of the collection of the same name contains prices for measurement work to calculate the geometric volumes of buildings and structures, pipelines and electrical networks. The basic prices for measurements do not take into account the costs of installing scaffolding, scaffolding, drainage, excavation, the cost of which is determined by additional calculations. And finally, the fourth part proposes to determine prices for various geodetic, auxiliary and related works. In the appendices to the collection of SBC for engineering and geodetic surveys, coefficients for prices for survey, measurement and geodetic work, and regional coefficients for the salaries of design and survey organizations are given. The shown examples of estimates and calculations for estimating the cost of engineering, geodetic and survey work demonstrate the basic algorithm for working according to these collections of SBC. Experienced estimators will do for you the work of drawing up estimates for design and survey, engineering and geodetic, geological, meteorological and related types of work with high quality and at a reasonable price.
Computer programto automate the preparation of cash estimates to determine the cost of planned engineering and geodetic surveys.
Description:
Program "Polygon: Estimate for geodetic work"- Thisindependent program, which has an intuitive user interface, is simple and convenient, serves For drawing up financial estimates to calculate the cost of planned survey work.
The program was carried out in accordance with the document " Directory base prices on engineering survey for construction. Engineering and geodetic surveys" and is used in determining the cost of engineering surveys (survey work) for construction (reconstruction, expansion, operation and liquidation of buildings and structures) by organizations performing engineering surveys for capital construction.
The program contains the necessary reference data on the cost of all types of work, taking into account additional parameters if necessary. Also, the cost is calculated in accordance with the composition and modern technology production field and desk engineering and geodetic work.
Based on the entered quantitative data and selected types of work, the program calculates the cost separately for each type, as well as in general according to the estimate. The finished estimate can be printed.Possibilities:
- Creation and maintenance several estimates in one database, copying estimates.
- Budgeting, based base price directory for engineering surveys for construction.
- Opportunity adding values both in the directory itself and directly when drawing up estimates.
- Entering data about the estimate preparer, the name of the survey object, the customer, etc.
- Using coefficients when working in adverse conditions in accordance with the region of work.
- Taking into account additional parameters when calculating the cost, for example, the scale of cartographic works, size, quantity, distance from the object to the implementing organization.
- Setting up an estimate printable template before printing.
- Print out the estimate(Output document in Excel format) showing the calculation of increasing coefficients.
- Creation of several databases for storing compiled estimates.
New in version:
Version 3.1.1 from 03/22/2016
- Directory of basic prices for engineering surveys for construction. Engineering and geodetic surveys, approved and put into effect by Decree of the State Construction Committee of Russia No. 213 of December 23, 2003.
Computer 2004 and newer: Pentium Celeron 1000 MHz / 512 Mb.
operating system Windows Vista, Windows 7(with service pack 1) / 8 / 8.1 / 10.
Microsoft Excel any version 2000/ XP/ 2003/ 2007/ 2010/ 2013.
Microsoft .NET Framework 4.5 or higher.
- Landfill: Estimate for cadastral works
- Polygon: Survey estimate
Compliance with standard:
The program is developed in accordance with regulatory documents:
System requirements:
Budgeting programs:
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Software package |
Estimate for geodetic work needed as design organizations to prepare a summary estimate for the project, and to direct customers of geodetic work to determine the initial maximum contract price. We provide services for drawing up estimates for engineering and geodetic surveys and carrying out geodetic work. Local estimates For geodetic surveys, surveyors from various geodetic companies are also required to prepare a commercial proposal and justify the prices of the geodetic company in their price list for engineering and geodetic work.
Rules for drawing up estimates for geodetic work
Rules for drawing up estimates are clearly defined by regulatory documentation, so there should be nothing superfluous in it - no incomprehensible geodetic prices, no unnecessary or invented coefficients. On the other hand, the composition of the costs of carrying out geodetic surveys includes mandatory expenses for the organization and liquidation of geodetic work, the costs of a topographic and geodetic expedition for internal and external transport from a temporary survey base, as well as from the place of permanent deployment to the topographic survey site. Entrust the work of drawing up estimates for topographic and geodetic surveys to professionals!
Estimate for geodetic surveys
Estimate for geodetic surveys, compiled by topographers and surveyors of our design and survey company, will contain justification for the price for each position of the geodetic estimate. Increasing coefficients for field and office geodetic work will be correctly applied based on the analysis terms of reference for the services of a surveyor. The full estimated cost of geodetic work according to our estimate will be presented in current prices, taking into account the inflation rate for survey and design work according to the letter from the Ministry of Regional Development for base prices on the date of the estimate.
The cost of drawing up an estimate for geodetic surveys
Survey work, almost always, precedes new construction, but follows, which determine its content. They can also be carried out during the reconstruction and repair of capital construction projects, for example - inspection of a building or its individual elements for load-bearing capacity, measurements of buildings and structures.
Survey work is priced according to SBCI (collections of basic prices for survey work).
Main types of surveys:
- Engineering and geodetic
- Engineering-geological
- Engineering and environmental
- Engineering and hydrographic
- Forestry
- Survey work on land management
- Engineering topographic
The listed types of surveys are assessed in collections with appropriate names, for example, “SBCI 5 Engineering and geodetic surveys.”
Respectively, for pricing certain works, you can easily define a collection.
Some people are confused or even put off by the term “survey” or “survey work.”
Here are examples of survey work that you have probably encountered:
Breakdown of the site, clarification of boundaries, determination of area- almost everyone who worked on their plot of land or house dealt with this.
Removing the building axes to the area
Geodetic, theodolite, tacheometric and leveling surveys- This is also exploration work.
Sometimes you may have seen on the streets of your city a person with an optical or electronic device, on a special tripod, maybe another one, at a certain distance from the first, but with a ruler - taller than his height.
These people were engaged in survey work. If the site or area has not been developed by the builders, then the work will of course be assessed.
The same survey, but at a construction site or when laying a road or pipeline, is most likely carried out to control construction and installation work and is not subject to separate pricing, because is already included in the price for construction and installation work.
After all, the axes of the building are not re-sculpted after the construction of each subsequent floor. These works serve as a control to maintain the original markings and eliminate unacceptable deviations.
Prices for survey work mainly consist of 2 points - field and office, because the results, such as surveys, must be processed. With the use of modern geodetic and other instruments containing computational elements, the results of some survey work may not require additional processing in office conditions.
When preparing estimates for survey work you need to be especially attentive to the general instructions of the collection (technical part) because it takes into account a significant part of the costs that are not included in the base price, such as:
- external transport costs
- internal transport costs
- expenses for organizing expeditions
- expenses related to travel allowances and other
To prepare an estimate for survey work, the same form 2P is used as for.
It is no secret that estimates for topographic and geodetic work are difficult to understand by non-specialists. And since the respected Customer’s staff does not always include economists familiar with geodetic production, sometimes difficulties arise in determining the actual cost of the planned work.We decided to make this task easier. Make your own estimate! To do this, download the most suitable template, calculate and indicate the volume of planned work, indicate the categories of complexity, and the estimate is ready!
These templates can be useful in the process of requesting quotes and when conducting competitions by both public and commercial organizations.
IN last years A rather unsightly phenomenon is common when potential contractors, in order to get the desired object, drop the price bar to an unacceptable level. Then, after kickbacks and division of advances, they remember with some surprise - after all, there is work to be done! and are looking for subcontractors who are ready to do the impossible for meager money. Such strikebreaking does no one any honor and hurts the quality of the work performed.
To create estimate templates we used:
1. GUIDELINE OF BASIC PRICES FOR ENGINEERING SURVEYS FOR CONSTRUCTION.
ENGINEERING GEODESIC SURVEYS
Approved and put into effect by Decree of the State Construction Committee of Russia No. 213 of December 23, 2003.
It quite adequately reflects the real costs of topographic and geodetic work.
2. DIRECTORY OF BASIC PRICES FOR ENGINEERING SURVEYS FOR CONSTRUCTION.
ENGINEERING AND GEODESIC SURVEYS DURING THE CONSTRUCTION AND OPERATION OF BUILDINGS AND STRUCTURES
RECOMMENDED by the State Construction Committee of the Ministry regional development RF by letter dated May 24, 2006 No. SK-1976/02.
Of course, finance is a delicate matter, and the calculations presented here are not the ultimate truth. However, if the price of a potential applicant differs noticeably (by 20-30 percent in any direction) from what we recommend, there is a reason to delve into more detail and consult, for example, with local architectural authorities. This will allow you to avoid unreasonable costs or protect you from poor-quality order execution. An exception may be the case when you do not need to obtain Permits to carry out work, the Conditional System of Coordinates and Elevations will suit you, and based on the topoplan created in this way, projects that require approvals and approvals in the prescribed manner will not be developed. Then you can safely drop the price by 2-3 times and look for a surveyor who is ready, in his free time from his main job, to do unnecessary work for a bare salary, not burdened by the need to purchase instruments and tools, rent an office and maintain accounting, technical maintenance, quality control and pay taxes. It is quite possible that the quality of the work performed by him will be excellent and will satisfy your requirements.
The section will be updated. We are interested in unifying pricing in the industry, and if professionals with their own opinions come here, write! We'll discuss it and perhaps make adjustments.