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2.2.2. Calculation of the cost of construction of a capital construction object
Name of work packages,
types of work and costs
Units of
measurement
Scope
of work
Price per unit of measurement
without VAT, rub.
Cost of work
without VAT, rub.
1 2 3
4 5 6
Total
VAT
Total with VAT
Name of work packages, types of work and costs
Methods for determining
the unit price
Technical characteristics of design solutions and types of work
1
Site preparation
1.1
Cutting down trees
Basic-index,
resource-index methods
1.2
Bush cutting
Basic-index,
resource-index methods
1.3
The device of geodetic signs
Analogue object
1.4
Setting out the building axes and checking the building fit
Analogue object
1.5
Removal of 0,4 kV cable lines (cable dismantling, excavation, soil removal,
waterproofing, pipeline installation, cable installation, landscaping restoration)
Analogue object
1.6
Drain removal (dismantling of pipes, earthworks, soil removal, installation
of pipelines and wells, restoration of landscaping)
Analogue object
Total site preparation
2
Underground part
2.1
Excavation
Basic-index,
resource-index methods
2.2
Backfill with compaction
Basic-index,
resource-index methods
2.3
Wall drainage device
Basic-index,
resource-index methods
2.4
Sand base for foundations
Basic-index,
resource-index methods
by resource and basic-index methods at the design stage
The calculation of the cost of construction is carried out according to the form presented in table 2.4.
The structure for calculating the cost of construction by work packages, types of work and costs
by sections corresponds to the list of works according to the initial data.
Table 2.4
Calculation of the cost of construction of a capital construction object
Table 2.5 provides recommended methods for determining unit prices by type of work.
Methods for determining unit prices by type of work
Table 2.5
41
Name of work packages, types of work and costs
Methods for determining
the unit price
2.5
Concrete preparation device 100 mm thick, concrete B7.5
Basic-index,
resource-index methods
2.6
Leveling screed 30 mm thick
Basic-index,
resource-index methods
2.7
Vertical waterproofing device (1 layer Technoelast EPP-4,
Tefond membrane DRAIN PLUS)
Basic-index,
resource-index methods
2.8
Horizontal waterproofing device (2 layers Technoelast EPP-4)
Basic-index,
resource-index methods
2.9
Monolithic reinforced concrete foundation slab, concrete B25, reinforcement
158 kg/m3 AIII
Basic-index,
resource-index methods
2.10
Bearing walls of the basement are monolithic reinforced concrete,
300 mm and 220 mm thick, concrete B25, reinforcement 209 kg/m3 AIII
Basic-index,
resource-index methods
2.11
Monolithic reinforced concrete columns with a section of 600 600 mm,
concrete B25, reinforcement 300 kg/m3 AIII
Basic-index,
resource-index methods
2.12
Monolithic reinforced concrete floor 200 mm thick, B25 concrete,
reinforcement 180 kg/m3 AIII
Basic-index,
resource-index methods
2.13
Monolithic reinforced concrete stairs, B25 concrete, reinforcement
160,47 kg/m3 III
Basic-index,
resource-index methods
2.14
Insulation of the outer walls of the basement with a protective brick wall
Basic-index,
resource-index methods
2.15
Interior brick walls
Basic-index,
resource-index methods
2.16
Floors of technical premises (spreading of expanded clay 90 mm thick,
vapor barrier with polyethylene film, cement-sand screed from a mortar
grade M 150 45 mm thick, reinforcement with a mesh with a diameter
of 4 mm Vp-I, ceramic tiles measuring 300 mm 300 mm)
Basic-index,
resource-index methods
2.17
Floors of technical premises (coated waterproofing 3 mm thick, cement-sand
screed from a solution of the M150 brand 135 mm thick, reinforcement
with a mesh with a diameter of 4 mm Vr-I, ceramic tiles 300 mm 300 mm)
Basic-index,
resource-index methods
2.18
Floors of the underground car park (cement-sand screed made
of polypropylene fiber 125 mm thick, TechnoNIKOL Taikor Top 425
self-leveling floor (polyurethane enamel))
Basic-index,
resource-index methods
2.19
Marking of parking spaces
Basic-index,
resource-index methods
2.20
The device of treatment facilities for washing cars ROSA-M
Market analysis
2.21
Doors
Basic-index,
resource-index methods
2.22
Gates
Basic-index,
resource-index methods
Total for the underground part
3
Aboveground part
3.1
Bearing walls, monolithic reinforced concrete, thickness 220 mm
and 300 mm, concrete B25, reinforcement 160 kg/m3 AIII
Basic-index,
resource-index methods
3.2
Monolithic reinforced concrete columns with a section of 600 600 mm,
300 600 mm, concrete B25, reinforcement 300 kg/m3 AIII
Basic-index,
resource-index methods
3.3
Monolithic reinforced concrete slabs 200 mm thick, B25 concrete,
reinforcement 180 kg/m3 AIII
Basic-index,
resource-index methods
3.4
Precast concrete structures (hinged exterior panels)
Basic-index,
resource-index methods
Continuation of the table 2.5
42
Name of work packages, types of work and costs
Methods for determining
the unit price
3.5
Prefabricated reinforced concrete stairs
Basic-index,
resource-index methods
3.6
Ventilation blocks prefabricated reinforced concrete
Basic-index,
resource-index methods
3.7
Arrangement of entrance groups (monolithic structures)
Analogue object
3.8
Monolithic reinforced concrete stairs, B25 concrete, reinforcement
103,74 kg/m3 III
Basic-index,
resource-index methods
3.9
Elevator shafts (monolithic reinforced concrete structures)
Basic-index,
resource-index methods
3.10
Internal walls (foam concrete blocks)
Basic-index,
resource-index methods
3.11
Brick partitions
Basic-index,
resource-index methods
3.12
Partitions made of phosphogypsum tongue-and-groove plates 80 mm thick
Basic-index,
resource-index methods
3.13
Fachwerk installation
Basic-index,
resource-index methods
3.14
External walls (foam concrete blocks)
Basic-index,
resource-index methods
3.15
Facade work on the basement, 1st and 2nd floors (granite slabs)
Basic-index,
resource-index methods
3.16
Facade work from the 3rd floor (facing ceramic bricks)
Basic-index,
Resource-index methods
3.17
Painting of facades (balcony railings, parapets and ends)
Basic-index,
resource methods
3.18
Mounting, dismantling and operation of scaffolding
Analogue object
3.19
PVC window units with double glazing
Basic-index,
resource-index methods
3.20
Stained glass windows (aluminum)
Basic-index,
resource-index methods
3.21
Glazing of loggias
Analogue object
3.22
Interior doors (service and fire doors, metal)
Basic-index,
resource-index methods
3.23
External doors (metal)
Basic-index,
resource-index methods
3.24
Internal doors (metal)
Basic-index,
resource-index methods
3.25
Interior doors (wooden)
Basic-index,
resource-index methods
3.26
Installation of technical cabinet doors (0,15 m2 area)
Basic-index,
resource-index methods
3.27
Installation of sanitary hatches
Analogue object
3.28
Roof over the garage without top coating (without landscaping)
Analogue object
3.29
Roof above ground
Analogue object
3.30
Roof of the above-ground part (operated)
Analogue object
3.31
Finishing works of common areas (floors, walls, ceilings)
Analogue object
3.32
Garbage chute
Analogue object
3.33
Miscellaneous work (drilling and sealing holes, stairs, fences, soundproofing
of ventilation chambers and switchboards, entrances, pits, ducts, etc.)
Analogue object
Total for the aboveground part
Continuation of the table 2.5
43
Continuation of the table 2.5
Name of work packages, types of work and costs
Methods for determining
the unit price
4
Engineering systems
4.1
Heating
Analogue object
4.2
Heat supply
Analogue object
4.3
Water pipes
Analogue object
4.4
Sewerage
Analogue object
4.5
Automatic fire extinguishing system (AUPT)
Analogue object
4.6
Ventilation and air conditioning
Analogue object
4.7
Smoke ventilation
Analogue object
4.8
Water measuring unit
Analogue object
4.9
ITP
Analogue object
4.10
Electric lighting
Analogue object
4.11
Power equipment
Analogue object
4.12
Radiofication
Analogue object
4.13
Telephonization
Analogue object
4.14
TV
Analogue object
4.15
Structured cabling systems
Analogue object
4.16
Automatic fire alarm (APS)
Analogue object
4.17
Fire warning and evacuation management system (SOUE)
Analogue object
4.18
Fire-fighting automation system (PA)
Analogue object
4.19
Gas control system (car park) (SZ)
Analogue object
4.20
Automated control and dispatching system (ASUD)
Analogue object
4.21
Access control and management system (ACS)
Analogue object
4.22
Video surveillance system (SVN)
Analogue object
4.23
Entrance security system (SOV)
Analogue object
4.24
Automatic system for commercial accounting of energy resources (ASKUE)
Analogue object
4.25
Lifts (capacity 1000 kg, capacity 400 kg)
Analogue object
4.26
Security and protection deratization system (OZDS)
Analogue object
4.27
Other costs (thermal imaging inspection, monitoring)
Analogue object
4.28
Temporary heating
Basic-index,
resource-index methods
4.29
Vertical transport
Analogue object
Total for engineering systems
Total for residential building
5
Landscaping
5.1
Driveways, roads, parking lots, waste bins with asphalt concrete coating
(sand 50 cm, concrete B7.5 12 cm, coarse-grained a/b 7 cm,
fine-grained a/b 5 cm)
Basic-index,
resource-index methods
5.2
Paving stone pavement (sand 30 cm, concrete B7.5 12 cm, paving stones)
Basic-index,
resource-index methods
5.3
Paths and platforms coated with rubber crumb (sand 30 cm, crushed stone
15 cm, a/b sand 4 cm, bulk coating 40 mm, rubber crumb 10 mm)
Basic-index,
resource-index methods
5.4
Side stones
Basic-index,
resource-index methods
5.5
Tree planting
Basic-index,
resource-index methods
5.6
Planting shrubs
Basic-index,
resource-index methods
44
Name of work packages, types of work and costs
Methods for determining
the unit price
5.7
Lawn seed
Basic-index,
resource-index methods
5.8
Vertical layout
Analogue object
5.9
Small architectural forms
Total for landscaping
6
Outdoor networks
6.1
Drainage
Analogue object
6.2
Drain
Analogue object
6.3
Cable duct
Analogue object
6.4
External dispatch networks
Analogue object
6.5
Outdoor lighting
Analogue object
Total for external networks
7
Insurance
Analogue object
7.1
Security of the object (for the period of construction)
Analogue object
Total for the object
VAT
Total with VAT
End of the table 2.5
When using the method based on analogue objects, the recommended cost of certain types of work
(work packages) is presented in table 2.2.
The structure of the estimated cost of certain types of work, calculated by the resource and base-index
methods, includes the amount of direct costs (including the cost of wages for construction workers,
the operation of machines and mechanisms, material resources), overhead costs and estimated profit.
Calculations of the cost of work by the basic-index method are carried out in the form presented
in table 1.14. Calculations of the cost of work (the price of a constructive solution (element)) using
the basic-index method according to state estimated standards are carried out using the Federal unit
prices for construction and special construction work FER (ed. 2020), Federal collections of estimated
prices for materials, products and structures used in construction, as well as current indices of changes
in the estimated cost, published on the website of the Ministry of Construction of Russia.
Calculations of the cost of work (the price of a constructive solution (element)) using the basic-index
method according to the territorial estimated standards for the city of Moscow are carried out on the
basis of the data given in the TSN-2001 collections and the corresponding conversion factors (indices)
to the current price level.
The values of overhead costs and estimated profit are determined in % of the wage fund for workers
(builders and machinists).
As a result of the calculations, it follows:
1) graphically present the structure of construction costs by work packages, types of work and
costs e-
2) to analyze the structure of the cost of construction of a capital construction object;
3) graphically represent the structure of the cost of certain types of work by cost elements
;
4) analyze the structure of the cost of certain types of work by cost elements direct costs,
overhead costs, estimated profit.
45
2.3. Formation of a consolidated estimate calculation of the cost
of construction of a capital construction object at the design stage
The consolidated estimate calculation of the cost of construction of a capital construction facility
is compiled in prices as of January of the current calendar year.
The formation of a consolidated estimate calculation of the cost of construction of a capital
construction object is carried out by chapters in accordance with the order of the Ministry of Construction
of Russia dated 04.08.2020 421/pr in the form presented in table 2.6.
Depending on the chosen type of estimate standards (state estimate standards or territorial estimate
standards of the city of Moscow), the procedure for calculating the costs of temporary buildings and
structures, maintenance of the customer service, construction control, design work, architectural
supervision differs.
The results obtained when calculating the cost of construction of a capital construction facility by
type of work (table 2.3) are transferred to column 8 of the summary estimate. Distribution in columns
4, 5, 6, 7 is carried out by calculation:
felling and replanting of trees column 4 95 %, column 7 5 %;
geodetic signs column 4 100 %;
carrying out in nature of the axes of the building and checking the landing of the building
column 7 100 %;
removal of engineering networks column 4 46 %, column 5 42 %, column 7 12 %;
residential building with underground parking column 4 85 %, column 5 9 %, column 6
4 %, column 7 2 %;
cable duct column 4 85 %, column 5 2 %, column 7 13 %;
external dispatching networks column4 25 %, column 5 52 %, column 7 23 %;
water disposal column 4 80 %, column 7 20 %;
drain column 4 83 %, column 7 17 %;
vertical layout column 4 12 %, column 7 88 %;
paths, platforms, sidewalks column 4 100 %;
landscaping column 4 100 %;
small architectural forms column 4 90 %, column 6 10 %;
outdoor lighting column 4 75 %, column 5 15 %, column 7 10 %;
costs for the protection of the object column 7 100 %.
In order to calculate the cost of construction control to determine the cost of construction based
on the results of chapters 19 of the consolidated estimate calculation in the base price level as of
01.01.2000 (in the absence of calculation in the base price level), it is recommended in the course work:
A. When calculating according to state estimated standards, apply the estimates of changes in
the estimated cost published on the website of the Ministry of Construction of Russia, in the section
B. When calculating according to TSN-2001, apply the generalized index of changes in the cost
When determining the cost of design work, survey work and the cost of reviewing design
documentation and engineering survey results within the course work, data from analogous objects can
be used (table 2.2).
The calculated estimated cost of building an object should not exceed the estimated (marginal)
cost determined using the aggregated construction price standards.
46
Numbers
of estimates
and estimates
Name of chapters, objects, works
and costs
Estimated cost, thousand rub.
Total Estimated Cost
Construction
(repair-construction) works
Installation
work
Equipment, furniture
and inventory
Other
expenses
Chapter 1. Preparation of the construction site
Cutting and replanting trees
CONTRACTOR
Geodetic signs
CONTRACTOR
Setting out the building axes
and checking the building fit
TECHNICAL
CUSTOMER
Removal of engineering networks
CONTRACTOR
CONTRACTOR
Total for Chapter 1
Chapter 2. Main construction objects
Residential building with underground
parking
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
Total for chapter 2
Chapter 3. Utility and service facilities
No costs
Total for chapter 3
Chapter 4. Energy facilities
No costs
Total for chapter 4
Chapter 5. Transport facilities and communications
Cable duct
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
External dispatch networks
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
Total for Chapter 5
Chapter 6. External networks and facilities for water supply, sanitation, heat supply and gas supply
Drainage, drainage
CONTRACTOR
CONTRACTOR
Total for Chapter 6
Consolidated estimate calculation of the cost of construction residential building with underground parking and landscaping
Compiled at prices as of _______ 20__.
Table 2.6
47
Numbers
of estimates
and estimates
Name of chapters, objects, works
and costs
Estimated cost, thousand rub.
Total Estimated Cost
Construction
(repair-construction) works
Installation
work
Equipment, furniture
and inventory
Other
expenses
Chapter 7. Improvement and gardening of the territory
Paths, playgrounds, landscaping
CONTRACTOR
CONTRACTOR
Small architectural forms
CONTRACTOR
CONTRACTOR
CONTRACTOR
Outdoor Lighting
CONTRACTOR
CONTRACTOR
CONTRACTOR
CONTRACTOR
Total for chapter 7
Total for chapters 17
Chapter 8. Temporary buildings and structures
Temporary buildings and structures
as a percentage of construction and
installation works (columns 4 and 5)
based on the results of chapters 17
CONTRACTOR
CONTRACTOR
Total for Chapter 8
Total for chapters 18
Chapter 9. Other works and costs
Additional costs associated with the
performance of work in the winter
as a percentage of construction and
installation works (columns 4 and 5)
based on the results of chapters 18.
(Not calculated when using TSN-2001)
CONTRACTOR
CONTRACTOR
Costs for the protection of the object
CONTRACTOR
Total for chapter 9
Total for chapters 19
Chapter 10. Content of customer service. Building control
Customer service costs
TECHNICAL
CUSTOMER
Building control
TECHNICAL
CUSTOMER
Continuation of the table 2.6
48
End of the table 2.6
Numbers
of estimates
and estimates
Name of chapters, objects, works
and costs
Estimated cost, thousand rub.
Total Estimated Cost
Construction
(repair-construction) works
Installation
work
Equipment, furniture
and inventory
Other
expenses
Chapter 10 Total
Total for chapters 110
Chapter 11. Training of operational personnel for a capital construction facility under construction
No costs
Total for chapter 11
Chapter 12. Public technological and price audit, preparation of a justification for investments made in an investment project for the creation of
a capital construction object, in respect of which it is planned to conclude a contract, the subject of which is the simultaneous execution of work
on the design, construction and commissioning of a capital construction object, technological and price audit of such justification of investments,
audit of project documentation, design and survey work
Survey work
DESIGNER
Design work
DESIGNER
Expenses for the examination of
project documentation and engineering
survey results
DESIGNER
(Authors supervision)
DESIGNER
Chapter 12 Total
Total for chapters 112
Reserve funds for unforeseen work
and expenses 2 %
VAT
Total with VAT
Note.
CONTRACTOR works and services entrusted to the Contractor.
TECHNICAL CUSTOMER works and services entrusted to the Technical Customer.
DESIGNER works and services entrusted to the Designer.
XXX Final cost indicators.
49
As a result of the calculations, it follows:
Name of types of work and costs
Initial (maximum) price of the
contract (agreement), rub. (IMCP)
Tender
decline, %
Fixed contract price,
rub. 1 2
3
4
5
1
Construction and installation works
Based on the IMCP
%
col. 3 (1 col. 4/100)
2
Other works and costs
Based on the IMCP
%
Same
3
Equipment
Based on the IMCP
%
Same
4
Security
Based on the IMCP
%
Same
5
Total
6
VAT 20 %
7
Total with VAT
1) graphically present the structure of the cost of construction of a capital construction object
according to the chapters of the consolidated estimate calculation of the cost of construction;
2) graphically present a comparative diagram of the estimated (marginal) cost of construction
and the estimated cost of construction according to the consolidated estimate for the entire facility, as
well as separately for the work packages external engineering networks, small architectural forms,
platforms and paths, outdoor lighting, landscaping (with vertical layout);
3) analyze the structure of the consolidated cost estimate for the construction of a capital construction
facility.
2.4. Calculation of the initial (maximum) prices of contracts (agreements) when making purchases at the construction stage
The calculation of the initial (maximum) price of contracts (agreements) is carried out in accordance
with the Order of the Ministry of Construction of Russia dated 23.12.2019 841/pr [7].
Indices of change in the estimated cost of design and survey work, calculated using collections
of basic prices for design and survey work (SBCP, SBCI), are accepted according to the letters of
the Ministry of Construction of Russia relevant at the time of calculation on the magnitude of forecast
indices of change in the estimated cost of design and survey work.
The conversion factors (inflationary change) of the base cost of design work, calculated using
the Moscow Regional Recommendations (MRR), are adopted in accordance with the Order of the FEM
on the approval and implementation of the conversion factors (inflationary change) of the basic cost
of urban planning, design and other types of work (services), carried out with the involvement of funds
from the budget of the city of Moscow.
As a result of the calculations, it follows:
1) graphically present a comparative diagram of the estimated (marginal) cost of construction,
the estimated cost of construction according to the summary estimate and the initial (maximum) price
of the contract (agreement);
2) analyze deviations of cost indicators.
2.5. Calculation of firm contractual prices of contracts (agreements) based on the results of purchases at the construction stage
Calculation of a fixed contract price is carried out according to the forms presented in table 2.7
and table 2.8.
Fixed contractual price for the performance of contract work
50
Table 2.7