Drawing up a set of estimate documentation for the construction of a section of the highway. Drawing up a local estimate for the installation of pavement Estimate for the construction of roads

Estimated regulatory base(SNB) is a set of normative and legal documents establishing the procedure for determining the estimated cost of construction. It is based on estimates.

Estimated standards are a set of estimated norms, prices and rates, combined into separate collections, along with rules and regulations and regulations that contain the necessary requirements. They serve to determine the local cost of construction, reconstruction of buildings and structures.

Estimated standards are classified as follows:

By structure and degree of enlargement: elemental, enlarged

elemental> estimated norms and prices for resources, estimated norms and prices for types of work;

enlarged > expressed in %, indicators and estimated standards;

- by development and level of application:
- Ш state estimated standards;
- Ш branch estimate standards;
- Ш territorial estimated standards;
- Ø branded estimated standards (for specific enterprises and organizations);

On their basis, the need for resources is calculated: to perform work on the construction of this facility; to develop unit prices and determine the cost of semi-finished products prepared in stationary installations.

Estimated norms are a set of resources installed on the accepted measure of work. They serve to determine the standard expenditure of resources for the implementation of the project volume of the corresponding type of work as the basis for the transition to cost indicators. Estimated norms reflect the costs related to direct costs. Estimated norms serve as the basis for determining the need for resources at the stage of PIC and PPR:

- development of unit rates for the relevant types of work;
- development of enlarged estimated standards(UPR, URN).

Estimated norms take into account the industry average technological level of construction production. The influence of specific conditions for the production of works provided for by construction organization projects is taken into account by the coefficients given in the relevant collections. The estimated norms provide for indicators of labor costs, machine time and material consumption per unit of a structural element or type of work that are uniform for the entire territory of the country.

Unit rates are used to determine the estimated cost of construction, in particular direct costs (when using the base-index and base-compensation methods), certain types of work, structural elements, enterprises, buildings and structures. They are compiled on the basis of the accepted measure of work. The quotation for the accepted meter contains: the name and characteristics of the work, the total amount of direct costs, including a breakdown of direct costs. In addition, the labor costs of construction workers for the accepted measure of work are shown.

There are 2 types of unit rates:

1) closed - they take into account all costs;
2) open - do not take into account the cost of basic building materials, the consumption of which:
- - either indicated in the prices;
- - either accepted by the project;

The costs of materials not included in the prices are taken into account in the local estimate (local estimate calculation), in a separate line after the corresponding price:

where HP ij mat - the consumption rate of materials, products and structures not included in unit prices;

Q i - the volume (number) of certain types of work calculated in the unit rate meter;

Ц cmj mat - estimated unit price material resources, not taken into account by the i-th price;

j - nomenclature of material not included in prices for the i-th type of work;

i - type of work;

The formula for calculating the unit price:

where CH j is the estimated consumption rate of the i-th type of resource (determined according to the collections of GESN);

C cmj - estimated unit price of each type of resource;

j=1-3 nomenclature of resource costs (material, labor, technical).

Estimated construction cost.

sizing capital investments required for construction;
formation of contractual prices for construction products;
settlements for the performance of work between the customer and the contractor;
payment of expenses for the purchase of equipment and its delivery to the construction site;
Reimbursement of other expenses and expenses provided for in the consolidated estimate.

Accounting and reporting, evaluation of the activities of contractors and customers;
· comparison of POS and PPR;
selection of structures and space-planning solutions;
comparison and selection building materials and production technology.

Since the estimated cost of construction serves to determine the size of capital investments, all costs in it are grouped in accordance with the technological structure of capital investments:

WITH STR. = WITH STR.R + WITH MONT.R + WITH SET. + C PR. + WITH NEXT.

C STR.R - the estimated cost of construction work, namely:

1. work on the construction of buildings and structures:
- - excavation;
- - arrangement of prefabricated reinforced concrete, monolithic concrete, brick, metal, beam, wooden and other building structures;
- - floors, roofs;
- - Finishing work.
2. sanitary works:
- - arrangement of internal water supply, sewerage, heating, gas supply, ventilation, etc.;
- - construction of external networks and structures of gas pipelines, main gas and oil pipelines, facilities for cleaning Wastewater to protect the atmosphere from pollution.
3. work performed with special construction:
- - car roads, railways, airfields, bridges, etc. power lines, communication, television, radio broadcasting, hydraulic structures;
4. special construction works:
- - mining and overburden works, drilling and blasting, piles, soil stabilization;
- - landscaping, forest protection plantings;
- - work on the preparation of the construction site (cutting down the forest, uprooting of stumps, planning of territories, hydraulic reclamation, relocation of buildings);
- - work on the arrangement of bases and foundations for equipment;
- - dismantling of building structures

C MONT.R - estimated cost installation work.

- assembly and installation in the design position at the place of permanent operation of all types of equipment;
- laying of power supply lines and networks to power plants, connection to networks;
- dismantling of equipment during reconstruction, technical re-equipment and overhaul of existing enterprises, buildings, structures.

THE CATHEDRAL. - Estimated cost of equipment, furniture and inventory.

- devices and means of automatic communication control;
- vehicles automatically linked to the production process;
- the cost of a production tool (control and measuring, percussion, locksmith, etc.)
- the cost of household equipment (tables, chairs, hangers, urns, fire-fighting tools).

C PR - the cost of other costs related both to the construction as a whole and to individual objects and works.

They are classified as follows:

1. Other costs related to the construction as a whole (Chapter 1 of the Consolidated Estimate): withdrawal land plots, the issuance of an architectural and planning task, the allocation of the red line of development, the breakdown of the main axes of the building and structure, their transfer to nature, fixing points and signs, payment for land upon withdrawal land plot for construction, demolition and relocation of buildings. Compensation for damages and losses of the owner of buildings and land, other compensation costs provided for by the current legislation.
2. Other costs related to the activities of the contractor (Chapter 9 of the CSR):
2.1. Related to construction and installation works
- funds for the construction and development of title, temporary buildings and structures (Chapter IX of the consolidated estimate calculation);
- additional costs associated with the performance of work in the winter (Chapter X of the consolidated estimate);
- the cost of maintaining permanent motor roads used for the needs of construction and their restoration after construction is completed;
2.2. not related to construction and installation work (Chapter X of the consolidated estimate);
- transportation of workers by road over a distance of more than 3 km;
- for the relocation of the construction and installation organization from one construction site to another;
- on secondment of employees to perform construction and installation works;
- to perform work on a rotational basis;
- to ensure normal working conditions;
- for bonuses for putting the facility into operation;
- on insurance of employees and property of the contracting organization and other costs provided for by the current legislation and regulations.
3. Other costs related to the activities of the customer: technical supervision of the progress of construction (Chapter XI of the consolidated cost estimate).
4. Other costs associated with the activities of other construction participants (Chapter XII of the SSR): design and survey work; author's supervision; expertise design- budget documentation, development of tender documentation.

WITH NEPR. - a reserve of funds for unforeseen expenses and expenses, which is intended to reimburse the cost of work and expenses, the need for which arises during: working documentation; during construction as a result of clarification design decisions or construction conditions for objects.

Estimated cost of construction and installation works.

In the practice of estimated rationing and pricing, the estimated cost of construction, the cost of construction and installation works, are combined into a single cost item - the estimated cost of construction and installation works (C and construction works).

C CMP = C STR.R + C MOUNT.R = PZ + HP + P cm

PZ- direct costs - costs directly related to the performance of work at the construction site, reflecting the cost of the resources used (material, labor, technical).

PZ \u003d M + ZP C + EMM

M- the estimated cost of building materials, products, structures necessary to carry out the design scope of work.

It is determined on the basis of the estimated prices for these material resources, the "free" type.

where R i k mat - the consumption of certain types of material resources for the implementation of the i-th type of work;

C smk 1 unit - estimated price for 1 unit of a measured individual type of material resources:

i= 1-n - types of work performed:

k=1-m - nomenclature of used material resources;

M and C smk 1 units are calculated in accordance with MDS 81-2-1999.

ZPS- labor costs of construction workers directly involved in the performance of work, as well as workers involved in the movement of material resources from the on-site warehouse to the place of laying or installation.

Payroll funds (WPS) include:

- the tariff rate, taking into account the regional coefficient, is taken as the minimum subsistence level calculated for a particular subject of the Russian Federation;
- bonuses and payments (at least 20%) from tariff rate with regional coefficient;
- additional payment for length of service (from 0.6 to 1.5 of the tariff rate with a regional coefficient);
- compensatory payments of basic and additional holidays;
- northern allowance for zone 6;
- payments for special conditions labor;

It is determined in accordance with MDS 83-1-99 "Methodological recommendations for determining the amount of funds for wages in contract prices and estimates for construction and wages for construction and installation and repair workers construction organizations.

where ZP months is the monthly salary of a construction worker;

T slave - normative labor intensity of this type of work;

t months - the average monthly number of working hours with a 40-hour working week, determined as follows:

where T slave year - the annual number of working hours established according to the production calendar - is approved by the Ministry of Health and Social Development for 2009 - 1987 hours.

EMM- costs associated with the maintenance and operation of construction machines and mechanisms.

j=1-m - types of machines used to perform the i-th type of work;

T ij mach-hour - the time of operation of certain types of machines and mechanisms for execution i-th species works;

C smj mash-hour - the estimated cost of operating machines and mechanisms per 1 mash-hour.

The cost of 1 machine-hour of construction machines and mechanisms, as well as vehicles determined in accordance with MDS 81-3-99. It consists of: one-time costs (delivery of machines and mechanisms to the construction site, if necessary, their installation and dismantling); annual ( fixed costs) - depreciation deductions for the restoration of the original cost; current ( operating costs) - the cost of remuneration of workers involved in the maintenance and management of construction machines and mechanisms and line personnel as part of the participants (teams); costs of material resources.

HP- overhead costs - costs for the creation of construction and installation organizations general conditions production, its management, organization and maintenance.

HP includes the following cost items:

1. AHR - administrative and economic expenses (salary of administrative and economic personnel and workers serving them with deductions for the UST (single social tax- 26%), state fund pension insurance, to the state fund of medical and social insurance);
2. Expenses for servicing construction workers: expenses for training and retraining of personnel; costs for the maintenance of sanitary and hygienic conditions; health and safety expenses.
3. Expenses for organizing work at the construction site:
- · Expenses for maintenance, repair, assembly and dismantling of temporary structures;
- · Maintenance of fire and watch guards, prod. laboratories, geodetic works, design work works;
- · Costs of innovation and invention;
- · Improvement and maintenance construction site;
- · Preparation of objects for delivery;
- Retraining of construction organizations and structural divisions within the building site.
4. Other overheads:
- · Expenses for compulsory insurance property and certain categories workers;
- Wear by intangible assets;
- · Interest on bank loans attributable to cost plus advertising costs.
5. Costs that are not taken into account in the overhead costs, but attributed to overhead costs.
· Benefit in connection with the loss of ability to work at work by a court decision;
· Taxes, fees, payments attributable to cost;
Deductions to special sectoral and non-budgetary funds
· Allocations to the reserve for the construction of temporary (titular) buildings and structures in cases where the funds for their construction are provided for in the contract price for construction.
Expenses reimbursed by the customer at the expense of other costs (Chapter 9 of the SSR p.b)

HP is determined by:

1. MDS 81-33-2004 " Guidelines on determining the value of HP in construction"
2. MDS 81-34-2004 "Guidelines for determining the value of HP in construction, carried out in the regions of the Far North and places equated to them"

P cm- estimated profit - funds intended to cover the expenses of the contractor for the development of production and the social sphere, as well as material incentives for employees:

· Payment of certain taxes (tax on profit and property of the organization);
· Modernization of equipment, reconstruction of fixed assets;
· Material assistance to employees, carrying out measures to protect health and recreation;
Help organization and free services educational institution.

Np cm - the rate of estimated profit, determined according to MDS 8-25-2001 "Guidelines for determining the amount of estimated profit in construction, taking into account the letter of the Federal Antimonopoly Service and Housing and Public Utilities No. AP-5536/06 dated November 18, 2004 "On the procedure for applying the estimated profit standards in construction"

Estimated construction cost:

Estimated cost of construction - amount Money necessary for its implementation in accordance with the design materials.

In accordance with MDS 81-35.2004, the following methods can be used when determining the estimated cost of construction:

1. Basic - index
2. Resource
2. Resource - index
1. Basis - index method

At the first stage, the estimated cost of certain types of work is determined at the basic price level, depending on the type of unit prices, the PZ is determined in the following way:

For closed rates:

At open rates:

where CH ij is the consumption rate of material resources unaccounted for by ER;

C cmj - the estimated price of a unit of measurement of material, unaccounted for by EP.

At the second stage, on the instructions of the customer, the estimated cost of construction can be transferred to the current level using appreciation indices. Appreciation indices are developed separately for construction and installation works, for new construction, reconstruction, etc.

2. resource method

Represents a calculation in current or forecast prices resources needed to implement the project. For this you need to know:

- Composition and quantity of necessary resources;
- Estimated prices to these resources;
- Resources including:
- 1. Labor costs of construction workers and machinists per man-hour
- 2. Time of use of all construction machines and mechanisms necessary for construction and installation work, indicating their brands and power in machine-hour
- 3. Material consumption of products and structures in the accepted units of measurement.
- 1. Resource-index method

Combination resource method with a system of appreciation indices for certain types of resources. In this case, the following schemes are possible:

1. The cost of resources is determined in the basic price level
2. Transfer to the current price level is carried out
A) using appreciation indices for PZ items

M t / y \u003d M used * Y beats

B) the cost of basic resources is determined at the current price level (according to the range of resources, the prices for which are monitored by regional pricing centers (quarterly))

The estimated cost of construction is the basis for:

1. determining the size of capital investments;
2. construction financing;
3. formation of contractual prices;
4. mutual settlements for performed contract work;
5. payment of expenses for the purchase of equipment and its delivery to the construction site;
6. reimbursement of other expenses and costs provided for in the summary estimate.

On the basis of this indicator, accounting and reporting, evaluation of the activities of contractors and customers are carried out. Based on the estimated cost of construction, in the prescribed manner is determined book value(initial) put into operation fixed assets for buildings and structures constructed by the enterprise.

Based on the estimated cost of construction, the following is carried out:

Ø comparison of POS and PPR;
Ø choice of structures and space-planning solutions;
Ø choice of building materials, products and structures.

The composition of the estimate documentation:

To determine the estimated cost of construction of design enterprises, buildings and structures, estimate documentation is compiled:

· a summary estimate of the cost of construction and, if necessary, a summary of costs according to the forms approved by the State Construction Committee of the Russian Federation.
· object estimates (budget calculations);
local estimates (estimate calculations);
Estimates for certain types of work and costs;

Estimated documentation is compiled in a certain sequence, constantly moving from small to larger construction elements, which are:

Type of work => construction site => start-up complex => construction phase => construction as a whole

At the "project" stage, the structure of the estimate documentation includes object and local estimates, calculations, estimates for certain types of costs, a summary estimate of the cost of construction and, if necessary, a summary of costs.

At the stage of "working documentation" - object and local estimates.

Contractual price, its composition:

Mutual settlements between the customer and the contractor for the performance of work (rendering of services) are carried out on the basis of the contractual price. The basis for the formation of a DC is the estimated cost of construction, which is determined as part of the estimate documentation. The DC is formed by the customer and the contractor on an equal basis, either based on the results of tenders, or on the basis of direct negotiations. As a result of the joint decision, a protocol for the approval of the DC for construction products is drawn up, which is an integral part of the contract.

DC is composed of:

DC \u003d C Subr + C dr

where C Subr - estimated cost of contract work

С dr - the estimated cost of other costs, the obligations for the implementation of which are assigned to the contractor

C Subr \u003d C smr + C Other

C Other - the estimated cost of the contractor's other costs, provided for in Chapter 10 of the consolidated estimate calculation

C smr \u003d PZ + NR + P cm + Z lim

Z lim - limited costs (for the installation of temporary, title buildings and structures, for the winter rise in the cost of work)

Relative values of the structure:

Relative values are the result of comparing (dividing) two statistical values. The denominator contains the value with which it is compared - the base of comparison, and the numerator contains the compared indicator. The relative values of the structure characterize specific gravity, in percent, part of the population in its total value taken as 100%.

Compiled at prices as of Q3 2014.

No. of estimates and estimates	Name of chapters, objects, works and costs	Estimated cost, thousand rubles				Total estimated cost, thousand rubles
No. of estimates and estimates	Name of chapters, objects, works and costs	Construction work	installation works	equipment, furniture and inventory	other expenses	Total estimated cost, thousand rubles

	Chapter 1. Preparation of the construction site
	Preparation of the construction area	(1654,79-165,48 )			(1654,790,1* )	(33095,86*
	Total for Chapter 1
	Chapter 2
	Road bed with powdered shoulders
	Total for chapter 2
	Chapter 3
	road clothes
	Total for Chapter 3
	Chapter 4
	Artificial structures (pipes)	(33095,860,139* )
	Chapter 4 Total
	Chapter 5
	Intersections and junctions	(138686,540,035* )

Annex K continued


	Total for chapter 5
	Chapter 6
	Furnishings and accessories of the road	(100990,360,046* )
	Total for chapter 6
	Chapter 7. Buildings and structures of road and motor transport services
	Buildings and structures of the road and motor transport service	(2019,82-242,38-58,17 )	(242,38*0,24 )	(2019,81*		(100990,36*
	Total for chapter 7
	Chapter 8
	Total for chapters 1-8
	Chapter 9. Temporary buildings and structures
GSN 81-05-01-2001	Construction of temporary buildings and structures	(151394,710,041* )
	Total for Chapter 9
	Total for chapters 1-9
	Chapter 10. Other work and costs
Estimated calculation No. 1	Additional costs for the production of construction and installation works in winter
Initial data	Costs for the transportation of health care workers by road transport				(157662,440,0085* )
MDS 81-35.2004 app. 8 p. 9.9	Construction risk insurance payments				(158070,310,02* )
Initial data	Relocation of construction organizations from one construction site to another				(157662,440,005* )
	Chapter 10 Total
	Total for chapters 1-10

End of Appendix K


	Chapter 11
Order GUS TO dated December 4, 2006 No. 267-od	Technical Supervision	(1275,13/4,95+166268,37/7,56+ 3350,87/3,1351,12691,002)
	Total for Chapter 11
	Chapter 12
	Design and survey work	167543,49 *0,02
Post-new PRF dated March 5, 2007 No. 145	Expertise of design and estimate documentation
MDS 81-35-2004, P.8, p. 12.3		(167543,490,002* )
	Chapter 12 Total
	Total for chapters 1-12
	Funds reserve for unforeseen work and costs	(161313,740,03* )	(242,38*	(12521,790,03* )
	Total budget calculation
	including refunds.	(6209,570,15* )
	Capital investments in the road
	Construction 1 km of road
Tax Code of the Russian Federation, Chapter 21
	Total according to the consolidated estimate calculation with VAT

The calculation of the rate of winter appreciation in Chapter 5 of the consolidated estimate is carried out in the manner set forth in Table P.I.1

Table 1 - Calculation of the rate of winter appreciation according to Chapter 5

*Chapter 11 cost calculation:

2404,30 = (167543,49+ 4192,16) * 1,4/100

** Calculation of costs according to chapter 12 (examination of design and survey products):

506,20 = 3350,87/3,135*12,69/100*3,732

(
- the average index of appreciation of design and survey works for the III quarter of 2014, where 3.12 is the index of appreciation of design work for construction; 3.15 - the index of appreciation of survey work for construction, according to Appendix 3 to Order No. 617-od of July 15, 2014)

APPENDIX L

Construction of the highway IV since. in the Tyumen region

Estimated calculation No. 1

additional costs in the production of construction and installation works in winter

Compiled at current prices as of Q3 2014.

Local estimate number	Name of structures and types of work	Estimated cost at the current price level, rub.				Winter rise in prices for structures and types of work
		excluding costs for temporary buildings and structures		taking into account the cost of temporary buildings and structures		estimated rate, % (GSN 81-05-02-2007)
		construction	installation work	construction works	installation work	estimated rate, % (GSN 81-05-02-2007)	construction works	installation work
PM No. 01-01-01	Preparatory work
PM No. 02-01-01 PM No. 02-01-02	Road bed with powdered shoulders
PM No. 03-01-01	road clothes
PM No. 04-01-01	Artificial constructions
PM No. 05-01-01	Intersections and junctions
PM No. 06-01-01	Conditions and accessories of the road
PM No. 07-01-0101	Buildings and structures of the road and motor transport service
TOTAL

APPENDIX M

Norms of additional costs for the construction of temporary buildings and structures in the production of construction and installation and repair and construction works (GSN 81-05-01-2001 and GSNr 81-05-01-2001)

	Name of types of construction of enterprises, buildings and structures	Cost rate
For construction and installation works
	Highways of national importance and local (hard-surfaced) 1-4 categories without tunnels and bridges (overpasses) more than 50 m long:
	When using temporary mobile asphalt and cement concrete plants for road construction
	Upon receipt of asphalt concrete and cement concrete for road pavement from operating stationary enterprises
	Railway and road bridges over 50 m long and overpasses
	City bridges and overpasses
	In places of permanent deployment of bridge-building organizations
	In other points
	Works on the arrangement of streets, driveways, sidewalks, green spaces of cities and towns
Notes. 1. Estimated cost rates are determined as a percentage of the estimated cost of construction and installation works based on the results of chapters 1-8 (columns 4 and 5) of the consolidated estimate calculation of the cost of construction. 2. When compiling estimate documentation for the reconstruction of buildings and structures, a coefficient of 0.8 is applied to the specified standards. 3. During construction in the regions of the Far North and areas equated to them, in high-mountainous regions and waterless areas, the costs of temporary buildings and structures should be determined according to the given norms.
For repair and construction work
	Capital repairs of landscaping facilities
	City roads and driveways
	Green spaces
	City bridges, embankments, bank protection works

APPENDIX H

Estimated rates of additional costs in the production of construction and installation works in winter

In the course project, it is required to determine the amount of capital investments required for the construction of the projected highway. To calculate the estimated cost of the road, the estimated cost of individual structural elements and types of work is first determined. The basis for their determination are unit prices or aggregated indicators of the estimated cost.

Estimates for the most important structural elements of the road (base, coating) are compiled on the basis of unit prices in order to take into account their design, organizational and technical features. For other structural elements and types of work, estimates can be developed on the basis of aggregated cost indicators, including direct costs, overhead costs and estimated profit.

A collection of unit prices is a document in which, on the basis of estimated norms and prices, the amount of direct costs for performing a unit of volume of certain works is established. As part of the cost provided for by any unit price, includes the wages of construction workers, the cost of operating construction machines, including the wages of machinists, and the cost of materials.

Depending on the sectoral focus, 49 collections of unit prices (ER) have been developed. The EP collections were developed at the base price level (as of January 1, 2001) for the conditions of the 1st base region (Moscow Region) and are an integral part of the pricing and estimated rationing system in construction operating on the territory of the Russian Federation.

Collections of EP for construction work are divided into federal (FER), territorial (TER) and sectoral (OER). In each collection, unit prices are arranged in a certain sequence and coded. For example, the unit price number 30-01-001-1 means that it is placed in collection No. 30 and has a serial number 01-001-1.

Under the terms of the course project, the cost of the pavement device is determined at unit prices. The local estimate for the installation of pavement is calculated using FER No. 27 " Car roads» according to form 4 (see file «Form 4») in the following order.

Table 1. Initial data

Table 2. Types and volumes of work in the construction of pavement with cement concrete pavement

Type of work and unaccounted materials	Table FER No. 27	Unit rev.	Scope of work
The device of the c / w coating with a thickness of 20 cm
fittings
Jointing in fresh concrete

black sand
The device of the basis from crushed stone M1000 fr.40-70 mm 15 cm thick
>/<15 см
The device of the basis from crushed stone M700 fr.40-70 mm 15 cm thick
>/<15 см
The device of the underlying layer of the base of sand

Sand for construction work

Having determined the list of works on the arrangement of structural layers of pavement, from the collection of FER No. 27 we write out direct costs per unit of the type of work, including the basic wages of workers, the cost of operating machines, including the wages of machinists and the cost of materials.

In the general case, the developer of the estimate is faced with the fact that the thickness of the structural layer considered by him does not coincide with the thickness of the layer taken into account by the unit price of the FER collection. Then it is necessary to adjust the unit price from the FER, recalculating it to the design thickness of the pavement structural layer. In the course project, we use the following table to describe such adjustments.

Table 3. Recalculation of unit prices

FER rate number

Layer thickness included in the price, cm

Adjusted coefficient

Cost per meter, rub.

including

basic salary

operational machines

material cost

including ZPm

Recalculation of the unit price for the installation of a base made of crushed stone with a thickness of 24.8 cm, rub./1000m2

Recalculation of the unit price for the installation of a base made of crushed stone with a thickness of 14.8 cm, rub. / 1000 m2

Here, the adjustment factor is calculated by the formula:

i\u003d (h f -h t) / h to,

where h f is the actual thickness of the structural layer according to the assignment, cm;

h t - thickness of the structural layer, taken into account by the FER table, cm;

h k - change in the layer thickness, taken into account by the price for adjusting the FER table, see.

We calculate the volume of unaccounted for materials by multiplying their rate of expenditure on the accepted meter by the amount of work. We determine the cost of unaccounted for materials for the entire scope of work by multiplying the amount of materials in the appropriate units of measurement by the cost per unit volume of material at the price of the FSP (FREE construction site).

We determine the amount of direct costs as a whole according to the estimate as the sum in the column "Total". We calculate the amount of overhead costs by multiplying their norm (142%) by the amount of the wage fund received as the sum of the wages of workers and the wages of machinists. Estimated overhead costs are set in the "Guidelines for determining the amount of overhead costs in the construction of MDS 81-33.2004" in% by type of work.

We determine the value of the estimated profit as the norm as a percentage of the wage fund. The estimated profit rate (95%) is set in the "Guidelines for determining the estimated profit in construction" MDS 81-25.2004 "in% by type of work. All calculations are recorded in Form 4.

The estimated cost of pavement works in base prices of 2000 is found by summing up direct costs (PZ), overhead costs (NR) and estimated profit (P): C = PZ + NR + P.

Table 4. Form 4

The amount of capital investments required for the construction of a highway is estimated by developing a consolidated estimate.

The basis for the development of a consolidated estimate calculation are local estimates for individual structural elements and types of work, compiled at unit prices or aggregated indicators of the estimated cost, as well as estimates (the cost of temporary buildings and structures, design and survey work, the cost of maintaining the management of the facility under construction) .

The summary estimate calculation consists of 12 chapters and a reserve for unforeseen work and costs. The first seven chapters reflect the costs of construction and installation works (CEW), the rest - other costs and additional costs associated with the production of work and the preparation of design estimates.

A summary estimate of the cost of building a road is compiled in accordance with Form 1.

To switch to 2014 prices, multiply the found estimated cost of pavement works by the index of change in the estimated cost of construction and installation works i c (i c =6,74) to FER-2001, recommended by the Ministry of Construction for the 4th quarter of 2014 (by type of construction “Other objects”).

Table 5. Form 1. Summary estimate calculation of the cost of construction of a highway of the categoryIb in Primorsky Krai

No. of estimates and calculations

Name of chapters, works and costs

Estimated cost, thousand rubles

Share of chapters, %

Equipment and its installation

Other costs

Chapter I. Preparation of the construction site

Chapter II. earth bed

Chapter III. Artificial constructions

Estimate No. 1

Chapter IV. road clothes

Chapter V Communication Device

Chapter VI. Intersections and junctions

Chapter VII. Road devices and road conditions

Chapter VIII-XII. Limited and other costs

Total from I to XII chapters

Provision for unforeseen work and expenses

Total according to the consolidated estimate calculation (estimated cost)

The cost of 1 km of the road

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Introduction

Transport plays an important role in the development of social production and in increasing its efficiency. In our country, all modes of transport constitute a single transport system, in which an important role in terms of the share of goods and passengers belongs to road transport.

The efficiency of road transport largely depends on the development and technical condition of the road network. A well-maintained road network ensures the rational transportation of goods and passengers, the development of production forces in certain areas, reduces distribution costs, and creates conditions for saving production resources.

Road transport requires an extensive and technically well-maintained network of roads. For the construction and maintenance of this network in the plans of economic and social development of the Russian Federation provide significant resources (monetary, labor, material). They should be used most effectively to ensure the high quality of road construction and subsequent maintenance.

In the process of developing a term paper, the following tasks are set: to study the methodology for completing a term paper; deepen and expand knowledge of the discipline; gain experience of independent work with reference literature; to instill practical skills in carrying out cost estimates and the use in practice of modern methods of substantiation, evaluation and selection of optimal investment decisions.

Evaluation of construction products in a market economy is carried out by the investor (customer) concluding a contract for the construction or reconstruction of facilities, including the results of bidding (tenders).

To this end, in the process of developing pre-project or design and estimate documentation, investor estimates are compiled, which determine the free (contractual) price of objects under construction.

The contract price is determined for the construction site as a whole and includes: the estimated cost of construction and installation works; the cost of purchasing equipment, furniture, inventory; other costs related to the activities of the contractor; the cost of other works assumed by the contractor under the contract; a reserve of funds for unforeseen work and expenses in the amount established by agreement of the parties; costs associated with the formation of market relations and unaccounted for by state estimated norms and prices.

In the course work, to determine the contract price for the construction of a highway, it is proposed to use the basic index and resource methods. Thus, the contract price in construction consists of two parts: a basic price indicator calculated using the recommended state estimated norms and prices, and an additional indicator that takes into account the influence of market factors.

Given the specifics of road construction, in the course work it is proposed to draw up estimate documentation in the following composition:

Local estimate for the construction of the subgrade;

Local estimate for the installation of pavement;

Consolidated estimate calculation of the cost of construction of a / d. ;

Statement of the contractual price for the construction of a / d.

In addition, the following calculations are presented in the course work: calculation of transport costs for the transportation of building materials; calculation of the estimated cost of local materials; unit price for the preparation of a mixture for the top layer of the coating, which are necessary for the preparation local estimate for the pavement.

1 . Drawing up a local estimate for the construction of a subgrade

local estimates

An estimate is a document (part of a project) that determines the amount of money required for the construction of an object or the production of a certain type of work.

The cost of work, determined by local estimates, includes direct costs, overheads and estimated profit.

The basis for calculating the amount of work is the data of the individual task; road length (km) ; specific volume of earthworks per one kilometer of the route (thousand m3/km); the structure of earthworks by mechanization methods (%).

The thickness of the compacted soil layer is assumed to be 25 cm.

The area of the final leveling of the top and slopes of the road embankment is conventionally assumed to be equal to twice the total area of the roadbed.

The area of quarry planning, for the purpose of land reclamation, is taken on the basis of a conditional norm of 2000 m2/km of road.

The results of the calculation of the scope of work are shown in Table 1.

As a regulatory framework for the development of local estimates for earthworks is a collection of federal unit prices for earthworks /1/.

The estimated profit of road construction organizations is determined by the general industry standard in the amount of 65% of the wage fund for the main workers and workers - machine operators.

Table 1

Statement for calculating the volume of work on the construction of subgrade

Name of works	unit of measurement	The formula for calculating volumes	Scope of work
Removing the vegetation layer
Excavation by escalator
Cutting off the shortage of soil
Transportation of soil by dump trucks		1, 650, 451000

Work on the dump for delivery
Raising an embankment with a scraper
Building an embankment with a bulldozer
Soil compaction without watering
The layout of the area of the top in a mechanized way		15211500/ (1000100) 98
The same manually		15211500/ (1000100) 2
Ground quarry planning

2 . Drawing up a local estimate for the installation of pavement

The list of works on the arrangement of pavement is determined by the set of its structural layers, reflected on the transverse profile, fig.

When calculating the scope of work, it was taken into account that an additional layer is arranged over the entire width of the h. n. taking into account slopes, and the lower layer of the base is arranged with slopes (1: 1) (Table 2, 1). The overlying layers are arranged along the width of the carriageway.

GESH are used as a regulatory framework in the preparation of estimates; FSSCM; FSSCPG; FSTSESM.

Before starting to draw up an estimate, it is necessary to work out a scheme for the delivery of basic materials.

The estimated cost of road transportation is determined by the FSCCPG,. The cost of rail transportation is determined according to SSTSPG-91 with indexation to 2001 prices.

Determination of the estimated cost of materials is reduced to the calculation of the price of the ex-site warehouse of the construction site. The estimated price for the material consists of the selling price, margins of supply and marketing organizations, procurement and storage costs.

It is also necessary to draw up a unit price for the preparation of mixtures for the coating: the top layer - dense asphalt concrete m / z type A and the bottom - porous asphalt mix hot k / z.

Using the initial data, the results of the calculation of transport costs, as well as FSTSm. we make a calculation of the estimated price of materials in 2001 prices.

Figure 1. Cross section of the road Layers of pavement: 4 - cement concrete B30 - 220 mm, 3 - crushed stone laid according to the method - 180 mm, 2 - low-active slag - 150 mm, 1 - sand of medium size - 230 mm.

Table 2.1

Scope of work on pavement

	Rationale	Name	Total quantity

Labor costs
		Labor costs of workers cf 2, 3

		Machinist labor tomorrows
Machines and mechanisms
		Forklifts 5 t
		Medium motor graders 99 (135) kW (hp)
		Road rollers self-propelled on pneumatic wheels 30 t
		Watering machines 6000 l
		Rollers road self-propelled smooth 13 t
		Fine stone distributors
		Caterpillar tractors when working on other types of construction (except for water management) 79 (108) kW (hp)
		Truck-mounted cranes when working on other types of construction (except for main pipelines) 10 t
		Concrete Paver Machines on Rail Forms Cement Concrete Finishing Machines
		Concrete Paver Machines on Rail Forms Base Profiler
		Concrete Paving Machines on Rail Forms Cement Concrete Distributor
		Machines for applying film-forming materials
		Tractor carts 20 t
		Power plants mobile 2 kW
		Surface vibrators
		Cars onboard with a carrying capacity of up to 5 tons
Materials
		Sand for construction work natural

		Porous metallurgical slags: open-hearth and dump blast-furnace
		Crushed slag blast-furnace and steelmaking for road construction class 1 fraction 10-20 mm
		Crushed stone from natural stone for construction work, brand 1200, fraction 10-20 mm
		Crushed stone from natural stone for construction work, brand 1200, fraction 40-70 mm
		fittings
		Road concrete (for the top layer and single-layer coatings)
		Road concrete (for the bottom layer)
		Film-forming materials for road works PM-100A
		Separate structural elements of buildings and structures with a predominance of hot-rolled profiles, the average mass of an assembly unit is over 0.5 to 1 t
		Softwood lumber. Edged bars 4-6.5 m long, 75-150 mm wide, 40-75 mm thick, grade III
		Softwood lumber. Edged boards 2-3.75 m long, 75-150 mm wide, 32-40 mm thick, grade III
		Fuel oil
		Softwood lumber. Edged boards 4-6.5 m long, 75-150 mm wide, 25 mm thick, grade III
		Birch and soft hardwood lumber: birch, linden. Edged boards 2-3, 75 m long, all widths, 25, 32, 40 mm thick, grade I

LOCAL RESOURCE ESTIMATE CALCULATION No. 2
(local estimates)

construction of pavement for 11.5 km

name of work and costs, name of the object)

Base: drawings, diagrams
Estimated cost, thousand rubles
Compiled (a) at basic prices as of January 2000.

CALCULATION 1 for the preparation of 1 t Preparation of heavy concrete on crushed stone class B30 with a material density of 2.5 t/m3

	Justification of the price	Naming of expenditures
	GESN 06-01-080-14	Preparation of heavy concrete on crushed stone class B30 with a material density of 2.5 t/m3
		Labor costs of construction workers
		Payroll calculation
		Machinist labor costs

		Mobile concrete mixers 250 l for other types of construction (except for water management)
		Forklifts 5 t
materials
		Portland slag cement for general construction and special purposes grade 500
		Sand for construction works natural
		Crushed stone from natural stone for construction work


	Calculation	Delivery of the mixture to the track

Calculation 1

Transportation of 1 ton of sand from the quarry to the track

Compiled in prices as of 01.01.2000

Initial data

1. Type of issued price FTSK

4. Automotive 2000

4, 2. Cargo class 1

4, 3. Discounts No

Calculation 2

Transportation costs per 1 ton of sand from quarries to asphalt plant

Initial data

1. Type of issued price FTSK

2. Name of suppliers Quarry

3. Mode of transport Automobile

4. Automotive 2000

4, 1. Type of vehicle Dump truck

4, 2. Cargo class 1

4, 3. Discounts No

4, 4. Explanatory factor 1. 0

Calculation 3

Transportation costs for 1 ton of crushed stone from the departure station to the asphalt plant

Initial data

1. Type of issued price FTSK

2. Name of suppliers of DKZ Smolensk

3. Mode of transport Road, rail

4. Automotive 2000

4, 1. Type of vehicle Open wagon

4, 2. Tariff scheme 1

4, 3. Discounts 0.5

4, 4. Wagon loading rate 1. 0

5. Road transport

5, 1. Type of vehicle Dump truck

5, 2. Cargo class 1

5, 3. Discounts No

5, 4. Explanatory factor 1. 0

the name of the operation		Transportation distance	Cost 1 t
			Calculation formula
Loading into and unloading wagons
Rail transportation	Smolensk- Bryansk
Delivery of wagons for unloading	Bryansk
Loading and unloading operations for road transport at destinations	Bryansk
	Bryansk - ABZ
Explanatory correction factor.
Total per 1 ton

Calculation 4

Transportation costs per 1 ton of crushed stone from the quarry to the highway

Initial data

1. Type of issued price FTSK

2. Name of suppliers Quarry

3. Mode of transport Automobile

4. Automotive 2000

4, 1. Type of vehicle Dump truck

4, 2. Cargo class 1

4, 3. Discounts No

4, 4. Explanatory factor 1. 0

the name of the operation	Name of final points of transportation	Transportation distance	Cost 1 t
			Calculation formula
	Quarry, Bryansk
Road transportation to destinations	Quarry - track

Total per 1 ton

Calculation 5

Transportation costs per 1 ton of cement from the asphalt plant to the route

Initial data

1. Type of issued price FTSK

2. Name of suppliers Quarry

3. Mode of transport Automobile

4. Automotive 2000

4, 1. Type of vehicle Dump truck

4, 2. Cargo class 1

4, 3. Discounts No

4, 4. Explanatory factor 1. 0

the name of the operation	Name of final points of transportation	Transportation distance	Cost 1 t
			Calculation formula
Loading and unloading operations in road transport for meat purposes	Asphalt Plant, Bryansk
Road transportation to destinations	ABZ - track
Explanatory correction factor
Total per 1 ton

Calculation 6

Transportation costs per 1 ton of black crushed stone from the asphalt plant to the route

Initial data

1. Type of issued price FTSK

2. Name of suppliers Quarry

3. Mode of transport Automobile

4. Automotive 2000

4, 1. Type of vehicle Dump truck

4, 2. Cargo class 1

4, 3. Discounts No

4, 4. Explanatory factor 1. 0

the name of the operation	Name of final points of transportation	Transportation distance	Cost 1 t
			Calculation formula
Loading and unloading operations in road transport for meat purposes	Asphalt Plant, Bryansk
Road transportation to destinations	ABZ - track
Explanatory correction factor
Total per 1 ton

Calculation 7

Transportation costs per 1 ton of cement concrete from the asphalt plant to the route

Initial data

1. Type of issued price FTSK

2. Name of suppliers Quarry

3. Mode of transport Automobile

4. Automotive 2000

4, 1. Type of vehicle Dump truck

4, 2. Cargo class 1

4, 3. Discounts No

4, 4. Explanatory factor 1. 0

the name of the operation	Name of final points of transportation	Transportation distance	Cost 1 t
			Calculation formula
Loading and unloading operations in road transport for meat purposes	Asphalt Plant, Bryansk
Road transportation to destinations	ABZ - track
Explanatory correction factor
Total per 1 ton

3 . Drawing up a consolidated estimate for the construction of a highway

In the consolidated cost estimate, the funds required for the construction of the road are systematized and presented by chapters, the numbers and names of which for each type of construction remain unchanged for transport construction objects. .

Each chapter reflects the costs of the objects related to it, according to the technological structure of investments: for construction and installation works, purchase of equipment, other costs.

In view of the fact that transport construction is characterized by features, the basis for compiling the SSRSS of roads is local rather than object estimates. In this regard, in the course work, the indicators for chapters 2 and 3 are filled in according to the final data compiled by local estimates for the construction of a subgrade and pavement.

In the course work, in accordance with the chosen base-index method for determining the cost of a highway, a summary estimate should be drawn up in the base price level of 2000.

The calculation of winter rises in prices and the norms are presented in Table 3. 2.

To determine the estimated cost of building a highway in modern prices, it is necessary to draw up a statement of the contract price (table 3. 3).

The initial data for these calculations are the positions of the individual task related to the consolidated estimate and the corresponding values of the aggregated indicators of the estimated cost of construction (UPSS).

Behind the result of the consolidated estimate, for reference, the value of the refundable amount (income) from the dismantling of temporary buildings and structures in the amount of 15% of their costs (Chapter 9) is indicated.

Table 3.1

Consolidated estimate calculation of the cost of construction of the highway Compiled in the prices of 2000 54546.87 thousand rubles.

	Number of estimates and calculations	Name of chapters, objects, works and costs	Estimated cost, rub.	Total Estimated Cost
					Other expenses
		Chapter 1. Preparation of the construction site
		Registration of the right of way of the road 11. 5*1, 624=18, 68
		Registration of land acquisition for quarries, temporary roads 2, 4*5, 23=12, 55
		Restoration of the track of the 2nd technical category 5, 253*11, 5=60, 38
		Forest felling with stump removal 1150040=46000m2= 460, 17=7, 82 ha 7, 82*11, 939=93, 36
		Compensation for losses to land users from land withdrawal: 460, 11= Under arable land: 5, 06 95, 19 = 481, 66 thousand rubles 5.06*167=845.02 thousand rubles			845, 02-481, 66=
		Under grounds: 460, 16=7, 36 hectares 7, 3627, 28=200, 78			647, 68-200, 78=
		Land reclamation 12, 55*282, 71=3548, 01

Chapter 2
	Local estimate No. 1	Construction of the subgrade
		Strengthening works: Prefabricated concrete slabs 16 cm on a layer of crushed stone 20 cm

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Federal State Autonomous Educational Institution

Higher professional education

Siberian Federal University

Institute of Civil Engineering

Department "Automobile roads and urban structures"

INDEPENDENT WORK

By discipline: "Economics of road construction"

On the topic: "Drawing up a set of estimate documentation for the construction of a section of a highway"

Krasnoyarsk 2014

Introduction
1. Explanatory note
2. Calculations and estimates

Introduction

The following materials and products are required for the construction of a 2.1 km section of a motor road of the third technical category in the city of Krasnoyarsk: FMS for the installation of the lower base layer; FMS for the installation of the top layer of the base and for construction work on the device of the leveling layer of the base from sand; cold asphalt concrete mix type BX for the device of the top layer of the pavement; black crushed stone for the device of the lower layer of the coating; crushed stone for arranging pillows for pipe foundations; links of culvert single-point round reinforced concrete pipes with a hole of 2 m; caps for culverts.

For the device of the subgrade of the road, it is necessary to develop the soil with various types of machines: a bulldozer with a capacity of 330 kW; trailed scraper with a bucket with a capacity of 4.5 m 3; self-propelled scraper with a bucket with a capacity of 8 m 3; excavator with a bucket with a capacity of 1.6 m 3 with loading into dump trucks. In addition, it is necessary to transport soil over a distance of 12 km.

Gravel is transported by dump trucks from the quarry to the place of work at a distance of 85 km; sand is transported by dump trucks from the quarry to the place of work at a distance of 35 km; pipe links and heads are delivered from the reinforced concrete products plant (RCP) to the place of work by onboard vehicles over a distance of 326 km.

Taking into account the given data, it is necessary: to draw up KTR and KSM.

On the basis of the data obtained, it is necessary to draw up local estimates and calculate the estimated cost of constructing the subgrade of the road, the installation of pavement and the construction of the culvert.

Then, as a result of special calculations, determine the costs of performing work in the winter, the standard labor intensity and the estimated salary.

Then, based on the data obtained, draw up an object and summary estimate of the cost of construction and determine the cost of the road at current prices.

1. Explanatory note

To the estimates of the working draft for the construction of the III highway in the Krasnoyarsk Territory with a length of 2.1 km. The estimates are based on 2001 prices. The initial data for budgeting are:

a) a summary statement of the scope of work;

b) Methodology for determining the cost of construction products on the territory of the Russian Federation MDS 81? 35.2004.

Unit costs are taken for the I territorial zone with reference to local conditions of building materials and reinforced concrete structures. Selling prices for quarry materials are accepted according to TSC 81-01? 2001. Selling prices for concrete and reinforced concrete products are adopted according to the price list TSC 81 - 01? 2001. In the cost calculation for reinforced concrete products, the cost of the props is taken into account. Loading and unloading operations are accepted according to TSC 81 - 01? 2001. Territorial collection of estimated prices for the transportation of goods for construction for the I zone of the Krasnoyarsk Territory. For the Krasnoyarsk Territory, we introduce a coefficient to the basic wages of serviced machine workers in the amount of 60%.

The estimate takes into account the following works and costs: temporary buildings and structures - 4.1%; funds for organizing contract tenders - 1.1%; funds for the fight against encephalitis tick - 0.3%; funds for voluntary insurance - 1%; the cost of transporting workers - 0.85%; additional costs in the performance of work in the winter - according to the calculation according to GSN 81 - 05? 02? 2001.; additional payment to employees of mobile construction organizations - 3.7%; length of service - 1%; snow fighting - 0.4%; additional costs for continuous work experience - 0.4%; travel expenses - 0.089%; the cost of doing work on a rotational basis - 1%; unforeseen work and expenses - 3%.; the content of the directorate of the enterprise under construction - 1.3%.

First of all, it is necessary to determine the off-road coefficient by the formula

where 20% is a seasonal increase in tariffs;

75% - the share of dirt roads in the total length of roads used for the transport of goods;

4 - the duration of the thaw, established by local authorities.

The total estimated cost is calculated by the formula

where PZ - direct costs;

HP - overhead;

SP - estimated profit.

Direct costs (PC) take into account the cost of production resources required to perform construction and installation works, calculated by the formula

PZ = ZP p. + EM + M,

where is the zp page? funds for the wages of builders and machinists;

EM? operation of machines, mechanisms, equipment;

M? materials, products, designs.

Overhead costs are a set of costs associated with the creation of the necessary conditions for the performance of work, as well as their organization, management and maintenance. Their value is determined by the indirect method as a percentage of the estimated labor costs for builders and machinists as part of the PZ according to MDS 81? 33.2004 according to the formula

It depends on the type of work, for the construction of roads it is equal to 142% of the salary of builders and machinists.

Estimated profit - funds intended to cover the costs of contracting subsidiaries for the development of production and material incentives for employees. It is the normative part of the cost of production and is calculated in accordance with MDS 81? 25.2001.

The basis for calculating the estimated profit is the amount of funds for the wages of builders and machinists as part of the estimated direct costs. The estimated profit is determined by the formula

estimate costing material construction

2. Calculations and estimates

Consolidated estimate calculation of the cost of construction of a section of the highway III. in the I zone of Krasnoyarsk

Estimates, calculations	Name of chapters, works, costs	Estimated cost, thousand rubles
		construction works	installation work	equipment and inventory	other expenses	total, thousand rubles
	Chapter 2
	Earthbed from ordinary soils
	Total for Ch. 2
	Chapter 3
	Cold mix asphalt pavement
	Total for Ch. 3


	Total for Ch.1-8


	Total for Ch. 9
	Total for Ch. 1-9
	Total for Ch. 3
	Chapter 4
	The device of a single-point reinforced concrete round pipe with a diameter of 2x2 m
	Total for Ch.1-8
	Chapter 9. Temporary buildings and structures
	Temporary buildings and structures, 4.1% of the total data of Ch. 1-8
	Total for Ch. 9
	Total for Ch. 1-9


	Total for Ch.1-8
	Chapter 9. Temporary buildings and structures
	Temporary buildings and structures, 4.1% of the total data of Ch. 1-8
	Total for Ch. 9
	Total for Ch. 1-9
	Chapter 10. Other work and costs
	Additional costs for the winter rise in the cost of construction and installation works
	Funds for organizing contract tenders, 0.1%
	Encephalitis tick control costs, 0.3%
	Funds for voluntary insurance, 1% (but not more than 3%)
	The cost of transporting workers by road, 0.85%
	Cost of remuneration for years of service, 1%
	Costs associated with the mobile nature of work, 3.7%
	Costs for continuous work experience, 0.4%
	Employee travel expenses, 0.089%
	Additional costs for snow removal, 0.4%
	The cost of doing work on a rotational basis, 1%
	Total for Ch. ten
	Total for Ch. 1-10

	Customer service costs, 1.1%

	Total for Ch. eleven
	Total according to the consolidated estimate calculation (Ch. 1-12)
	Reserve funds for unforeseen work and expenses, 3%
	Total according to the consolidated estimate

	Total SSR including VAT, 18%

Object estimate of the cost of construction of a section of a motor road of the III category (1 zone, 1 district, Krasnoyarsk)

Number of chapter, calculation, document	Name of works and costs	Estimated cost, thousand rubles	Labor intensity, thousand people-hours	Estimated salary, thousand rubles	unit cost
		construction works	installation work	equipment	other works
	earth bed
	road clothes
	Artificial constructions
	Total for Ch.1-8
	Temporary buildings and structures, 4.1%
	Normative labor intensity, 0.016
	Estimated salary, 19%
	Total for Ch.1-9
	Other works and costs
	Winter price increase
	Normative labor intensity, 0.04
	Estimated salary, 40%
	Total for Ch.1-10
MDS81-35.2004
	Total: estimated cost
	Estimated salary, 40%
	Total for Ch.1-10
MDS81-35.2004	Unforeseen costs and work, 1.5%

Local estimate No. 1 for the construction of the subgrade of the section of the highway III, since in Krasnoyarsk

Name of works and costs

Unit cost, rub.

Total cost, rub.

Labor intensity, person/h

direct costs

machine operation

direct costs

wages

machine operation

per unit

wages

including wages

builders

machinists

TER 01-01-032-08

Excavation of the 4th group by a bulldozer with a power of 330 kW with a movement of 30 m to the first: 10

TER 01-01-032-16 K=3

for the next: 20

TER 01- 01-01-023-04

Development of group II with a trailed scraper with a bucket of 4.5 m 3 and a displacement of 300 m

TER 01-01-01-023-16 K=10

for the next: 200

TER 01-01-023-04

Development of group II with a trailed scraper with a bucket of 4.5 m 3 and a displacement of 500 m

For the first 100 m

TER 01-01-032-16 K=40

for the following:

TER 01-01-023-04

Development of the I group of soil with a self-propelled scraper with a bucket of 8 m 3 and a displacement of 900 m

for the first: 300

TER 01-01-023-16 K=6

for the next: 600

TER 01-01-023-

Development of the I group of soil with a self-propelled scraper with a bucket of 8 m 3 and a displacement of 1100 m

For the first 300

TER 01-01-032-16 K=8

for the following:

TER 01-01-012-07

Development of the I group of soil by excavators with a bucket of 1.6 m 3 with loading onto dump trucks

TSC 81-01-2001 tab. eight

Transportation of soil by dump trucks operating outside the quarry at a distance of 12 km

Total direct costs

Wage adjustment

MDS 81-33-2004 app. 4 p. 2

Overhead costs for mechanized earthworks, 95% of the salary of builders and machinists

Cost of construction and installation works

MDS 81-25.2001 app. 3 paragraph 21

Estimated profit for mechanized earthworks, 50% of the wages of builders and machinists

Estimated profit - the sum of cost and profit

Estimated salary

Local estimate No. 2 for the installation of pavement for the section of the highway III, because in Krasnoyarsk

Code and position number of the standard

Name of works and costs

Unit cost, rub.

Total cost, rub.

Labor intensity, people / h.

direct costs

machine operation

direct costs

wages

machine operation

per unit

wages

including wages

builders

machinists

TER 27-04-003-01

The device of the upper layer of the base with a thickness of 8 cm from PGS 60%

TER 27-04-003-01 K=16/12

The device of the upper layer of the base with a thickness of 16 cm from PGS 55%

Cost not included in the rate of ASG

TER 27-04-001-01

The device of a leveling layer 26 cm thick made of sand

The cost not included in the price of sand

TER 27-06-019-02

Installation of the top layer of the pavement with a thickness of 6 cm from cold asphalt concrete type BX

TER 27-04-003-01 K=(6-3)/0.5=6

For every 0.5 cm change in thickness add to EP 27-04-003-01

TER 27-06-018-02

The device of the lower layer of the coating with a thickness of 9 cm of their black crushed stone of dense stone material 3t / m 3 and

Total direct costs

Wage adjustment

Wage Adjusted Direct Cost Totals

MDS 81-33-2004 app. 4 p. 21

Overhead costs for mechanized excavation, 142% of the salary of builders and machinists

Estimated wages of workers performing work that is considered overhead, 5.1% of overhead

Normative labor intensity of workers performing work accounted for by overhead costs, 0.0044 of overhead costs

Cost of construction and installation works

MDS 81-25.2001 appendix 3 point 21

Estimated profit for mechanized earthworks, 95% of the wages of builders and machinists

Normative labor intensity according to the estimate

Estimated salary

Local estimate No. 3 for the installation of a culvert reinforced concrete round single-point pipe with a diameter of 2 m on the highway III, because in Krasnoyarsk

Code and position number of the standard	Name of works and costs	Unit cost, rub.	Total cost, rub.	Labor intensity, person/h
		direct costs	machine operation	direct costs	wages	machine operation	per unit
		wages	including wages			including wages	builders
							machinists
TER 30-01-001	The device of crushed stone pillows under the pipe

TER 30-07-002-09	Laying pipe links

TMC, Part IV (440-9006)	Cost not included in the price of pipe links
TER 30-07-014-06	Laying of pipe heads

TMC, Part IV (440-9006)	Cost not included in the price of pipe heads
	Total direct costs

	Wage adjustment
	Wage Adjusted Direct Cost Totals

MDS 81-33-2004 app. 4 p. 24	Overhead costs, 110% of the salary of builders and machinists
	Estimated wages of workers performing work that is considered overhead, 5.1% of overhead
	Normative labor intensity of workers performing work accounted for by overhead costs, 0.0044 of overhead costs
	Cost of construction and installation works
MDS 81-25.2001 app. 3 paragraph 24	Estimated profit, 80% of the wages of builders and machinists
	Estimated cost - the sum of cost and profit
	Normative labor intensity according to the estimate
	Estimated salary

Calculation No. 1 of additional costs for the production of works in winter

Name of works	Estimated cost, thousand rubles	Norms of additional costs for winter appreciation in% of the estimated cost	Justification of the norms of additional costs for the winter rise in the cost of work	Estimated cost of the winter rise in the cost of work, thousand rubles.


Ground bed device			GSN 81-05-02-2001, sec. I, item 3.2
Pavement device			GSN 81-05-02-2001, sec. I, item 3.14
Culvert laying			GSN 81-05-02-2001, sec. I, item 3.17

Construction of temporary buildings and structures, 4.1%

Material costing

Name of materials

Place of shipment

Gross weight meas., t

Transportation costs 1t., rub.

Selling price, rub.

Supply and sales margin, %

The cost of containers, packaging, props, rub.

Transportation costs, rub.

Price "ex-site warehouse", rub.

Procurement and storage costs, rub.

Estimated cost, rub.

Pipe links

pipe heads

0,6 273,19+0,4 235,53

0,55 327,19+0,44 235,53

Calculation No. 1 of transport costs for 1 ton of links of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Initial data

Compiled in 2001 prices.

Calculation No. 2 of transportation costs for 1 ton of heads of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Drawing up a set of estimate documentation for the construction of a section of the highway. Drawing up a local estimate for the installation of pavement Estimate for the construction of roads

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Send your good work in the knowledge base is simple. Use the form below

Introduction

Taking into account the given data, it is necessary: to draw up KTR and KSM.

On the basis of the data obtained, it is necessary to draw up local estimates and calculate the estimated cost of constructing the subgrade of the road, the installation of pavement and the construction of the culvert.

Then, as a result of special calculations, determine the costs of performing work in the winter, the standard labor intensity and the estimated salary.

Then, based on the data obtained, draw up an object and summary estimate of the cost of construction and determine the cost of the road at current prices.

1. Explanatory note

To the estimates of the working draft for the construction of the III highway in the Krasnoyarsk Territory with a length of 2.1 km. The estimates are based on 2001 prices. The initial data for budgeting are:

a) a summary statement of the scope of work;

b) Methodology for determining the cost of construction products on the territory of the Russian Federation MDS 81? 35.2004.

Calculation No. 1 of transport costs for 1 ton of links of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Initial data

Compiled in 2001 prices.

Calculation No. 2 of transportation costs for 1 ton of heads of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Initial data

Compiled in 2001 prices.

Calculation No. 3 of transport costs for 1 ton of gravel

Initial data

Compiled in 2001 prices.

Calculation No. 4 of transport costs for 1 ton of sand

Initial data

Compiled in 2001 prices.

Calculation No. 5 of transportation costs for 1 ton of soil of the first group

Initial data:

Compiled in 2001 prices.

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Similar Documents

Similar posts

Drawing up a set of estimate documentation for the construction of a section of the highway. Drawing up a local estimate for the installation of pavement Estimate for the construction of roads

Send your good work in the knowledge base is simple. Use the form below

Similar Documents

Send your good work in the knowledge base is simple. Use the form below

Introduction

Taking into account the given data, it is necessary: ​​to draw up KTR and KSM.

On the basis of the data obtained, it is necessary to draw up local estimates and calculate the estimated cost of constructing the subgrade of the road, the installation of pavement and the construction of the culvert.

Then, as a result of special calculations, determine the costs of performing work in the winter, the standard labor intensity and the estimated salary.

Then, based on the data obtained, draw up an object and summary estimate of the cost of construction and determine the cost of the road at current prices.

1. Explanatory note

To the estimates of the working draft for the construction of the III highway in the Krasnoyarsk Territory with a length of 2.1 km. The estimates are based on 2001 prices. The initial data for budgeting are:

a) a summary statement of the scope of work;

b) Methodology for determining the cost of construction products on the territory of the Russian Federation MDS 81? 35.2004.

Calculation No. 1 of transport costs for 1 ton of links of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Initial data

Compiled in 2001 prices.

Calculation No. 2 of transportation costs for 1 ton of heads of culvert reinforced concrete round single-point pipes with a diameter of 2 m

Initial data

Compiled in 2001 prices.

Calculation No. 3 of transport costs for 1 ton of gravel

Initial data

Compiled in 2001 prices.

Calculation No. 4 of transport costs for 1 ton of sand

Initial data

Compiled in 2001 prices.

Calculation No. 5 of transportation costs for 1 ton of soil of the first group

Initial data:

Compiled in 2001 prices.

Hosted on Allbest.ru

Similar Documents

Similar posts

Taking into account the given data, it is necessary: to draw up KTR and KSM.