Estimated cost - what is it?
Estimated cost - what is it?

Video: Estimated cost - what is it?

Video: Estimated cost - what is it?
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An investment project is calculated for each stage of construction work. It describes in detail all the materials, work and their pricing necessary for the construction of the building. This detailed calculation has its own name - the estimated cost of construction.

Definition

Estimated cost is the amount of funds needed to erect a building. It includes the cost of financing construction, payment for contract work, the cost of purchasing equipment, its delivery and installation. Based on the estimate documentation, reporting and evaluation of the activities of construction and installation organizations are formed.

estimated cost is
estimated cost is

Estimated cost is the basis for calculating the book value of commissioned facilities. It is calculated based on:

  1. Working documentation, drawings, construction work sheet, construction sequence, explanatory note to materials.
  2. Current regulations, selling prices for equipment and inventory.
  3. Decisions of government agencies on the relevant building.

Calculation methods

Definition of the estimatedcost is carried out by the resource, index or base-index method. In the first case, the ratio of the current prices for resources with the norms of their costs is calculated. At the same time, the index method provides for a combined calculation. Resources for which market prices are available are accepted at weighted average rates. For all other materials, an index of the estimated cost of the contractor is established. If there is none, then the coefficients approved by government agencies are used. Estimated cost recalculation indices are updated every quarter. The basic method provides an economic justification for the calculated indices by cost elements.

estimated construction cost
estimated construction cost

Structure

The estimated cost of construction is formed from the costs of:

  • building construction;
  • purchase and installation of equipment;
  • other expenses.

Let's consider each of the elements in more detail. Construction work includes general construction work (stone, earthwork, plastering) for the erection of a building and the installation of structures. This also includes internal and external engineering arrangements (water supply, ventilation, sewerage, etc.).

The second group includes the installation of equipment, the connection of technological wiring, power supply. The estimated cost of construction and installation works includes the cost of purchasing and transporting materials, margins of the supply department, calculated at base prices. The group of other costs includes design costs, staff training, maintenanceconstruction team, organization and conduct of tenders, etc.

Types of estimates

The total cost of work is formed from local estimates, costing of objects, individual works, summary calculations. A local estimate is a primary document that is drawn up for general site work based on the volumes specified in the drawings. This includes direct, overhead and planned costs.

Calculation by objects is formed on the basis of the local one. It contains such indicators as the amount of wages, the cost of operating machines, the cost of structures and inventory, transportation costs, overhead costs. If only one type of work is performed, then there is no need for such a detailed cost estimate.

change in estimated cost
change in estimated cost

Objective estimates include summary reports on the preparation of the construction site, personnel, main facilities, utility buildings, service buildings, energy facilities; constructions of water, heat and gas supply, sewerage; landscaping; implementation of technical supervision over the facility; other works. A separate line displays the amount of unforeseen expenses. The calculation of the estimated cost is carried out on the basis of all the above estimates.

Financials

Changes in the estimated cost may be due to both unforeseen costs and changes in resource prices. Therefore, at the design stage, the total need for investments is calculated: O \u003d Spr + Ssmr + Int + Spr.

In this formula, Spr is the calculation of design and survey work, Csmr is the price ofconstruction and installation works, Sob - an estimate for the installation of equipment, Spr - the amount of other expenses. This is how the cost of erecting a building is determined.

Participation of construction organizations reflects the CCM coefficient. It is based on the general price formula: Ccmr=Cost of work + Profit=Materials + Wage + Equipment depreciation + Profit

estimated cost index
estimated cost index

Types of prices

The estimated cost is the planned cost. It is calculated on the basis of indexes, by category or by manufacturers' purchase prices. Prices for products are formed depending on the location of the cargo at the time of its delivery to the consumer:

  • supplier warehouse;
  • vehicle (FTS);
  • departure station (SVO);
  • destination station (VSN);
  • on-site warehouse;
  • construction site.

Each of the listed types includes expenses of the previous type, as well as an additional cost item. The price of the supplier's warehouse includes the costs of manufacturing and storing materials. The Federal Customs Service takes into account the costs of loading materials into a truck, VSO - the supply of a wagon, VSN - the delivery of material to the pier. The last two types of prices involve the cost of transporting raw materials to an on-site warehouse or construction site.

recalculation of the estimated cost
recalculation of the estimated cost

Pricing

The price is set per unit of raw material. It is calculated by the formula: Tssm=OP + T + SB + TM + TR + S. Here OP is the wholesale price of materials, T is the cost of packaging, SB is sales margins, TM- customs duties, TR - shipping costs, C - storage costs.

Wholesale prices of raw materials and containers are taken from collections or price lists of manufacturers. Sales margins are taken into account as a percentage of prices. Shipping costs are based on the gross weight. Warehouse costs are as follows: building materials - 2%, metal structures - 0.75%, equipment - 1.2%.

estimated cost recalculation indexes
estimated cost recalculation indexes

Estimated prices for the transportation of goods are presented in the collection of the same name. It consists of two parts: rail, road and sea transportation. Each of them, in turn, contains tariffs for loading and unloading goods, depending on the packaging and mode of transport. The recalculation of the estimated cost in terms of transportation costs (per 1 ton) is carried out according to the following algorithm:

  1. Determine the type of selling price for the collection.
  2. Specify the type of transport.
  3. If this is a railway transportation, then the type of shipment is determined, the tariff is indicated, the loading rate.
  4. The calculated amount is multiplied by the conversion factor from net weight to gross weight.
  5. For road transportation, the tariff, cargo class and surcharges are indicated.
  6. The correction factor for loading and unloading operations is calculated.
  7. Determine transportation costs.
  8. The total amount of expenses for 1 ton is calculated.

Materials are divided into imported (cement, metal, pipes, glass, etc.) and local (brick, reinforced concrete structures, mortar, crushed stone, etc.). Shipping cost for the first group of goodshigher than the second.

calculation of the estimated cost
calculation of the estimated cost

Labor costs

The estimated cost is a calculation of not only the cost of materials, but also labor resources. Salary is determined based on the tariff-qualification guide. It presents the rates by category. Bonuses for work in difficult and harmful conditions range from 12% to 24%. The algorithm for calculating labor costs is as follows:

  1. Resource method: Salary=(Actual salary avg. mon.) / (Av. mon. number of working hours).
  2. According to the estimated value: 3salary=(S + M) ∙ I. Here S and M are the sum of the costs of the facility for the remuneration of construction workers and machine operators, I is the index of the level of expenses.
  3. Cost allocation: Salary=T((S1KKdKrKp+P) / Number of hours of work). In this formula, T is the labor costs for performing a specific task, C1 is the wage rate of a worker of the 1st category, K is the wage coefficient, Kd is the coefficient of additional payments, Kp is the district coefficient, Kp is the bonus coefficient, P is other payments made at the expense of salary.

This is the order in which labor costs are determined.

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