Carrying out work on repairing a dam with a water transfer device. Estimated cost Calculation of the economic cost of the project

The cost estimate for the construction of a pond and dam is compiled item by item based on aggregated indicators, which are given in the table.

Table.6.

COST ESTIMATE

for the construction of a pond and dam according to aggregate indicators

Name of work

Mechanisms

Scope of work

Price, rub.

Cost, rub.

1. Clearing areas of bushes and small forests

Uprooter-gatherer, brushcutter

2. Dam construction

a) removal of plant soil under the entire base of the dam to a depth of 0.4 m

Scraper, bucket 2.25 m 3

b) installation of a castle trench and castle along the entire length of the dam

Scraper, bucket 2.25 m 3

c) filling the dam

Scraper, bucket

d) soil compaction

Soil compaction machine-

e) planning of slopes and dam crest

Trailed graders

3. Fastening the dam slopes:

Sod in a cage with adding vegetable soil and sowing herbs

4. Soil preparation, cost of seedlings, planting and forest care

Forestry machines

Total costs

Overhead costs - 16% = 4389.8 rubles.

Planned savings - 6% = 1646.1 rubles.

Unforeseen expenses - 3% = 823 rub.

TOTAL: RUB 34,295.3

5.2. Project passport

After completing the design work and economic calculations, a project passport is drawn up, which indicates the main parameters of the dam and pond at the time of creation and outlines the necessary operations for the operation of the dam and pond.

Ministry of Forestry of Russia

Forestry Department______________________________

Forestry (lespromkhoz)_______________________________

Locality_________________________________

dams and ponds built according to project No._ 9

    Region (region) Republic of Tatarstan

    District_________________________________________________________

3. Nature of the catchment ________________________________________________________________

4. Time of design and survey work_________________________________________________________________

5. Construction time __________________________

6. Main characteristics of the dam:

the soil of the dam foundation is permeable_________

dam soil medium loam __________________

anti-filtration structures;

there is no dam in the body, there is a lock under the dam, the length of the dam is _____________

dam height_______ ________________________________________

ridge width ________________________________________________

spillway structure _____________________________________________

7. Main characteristics of the pond: water surface area at the gas station ___________________

___________________

water depth at the dam _______________

length along the axis of the pond ______________________________

width of the pond at the dam (according to NPG) _________

greatest ____________

8. Characteristics of the protective forest belt: strip length 2750

bandwidth 50 , rows 3 things

tree species Pine, poplar

shrub species _______________________

9. Pond cleaning measures ______________

spillway cleaning _________________________

Regular plant care ____________

seasonal cleaning of recreation areas__________________

The cost of constructing a dam, drainage structure, irrigation network and sprinklers is determined according to local estimates 1, 2 (Tables 6 - 7) and a consolidated cost sheet (Table 8).

1. The volume of cutting of plant soil from the base of the dam is determined by the formula:

Vdis.pl. = F0*hrast,

where: F0 - dam base area, m2;

hrast.s. - cutting thickness of plant soil is 0.3 m.

F0=*=6922.9 m2;

Vdis.pl=6922.9*0.3=2076.87 m3

2. The volume of cutting of plant soil from the surface of the quarry is determined by the formula:

V rast.k. = Fkar. hrast.k.,

where: Fkar - quarry area in plan, m2;

hrast.k. - cutting thickness of plant soil is 0.5 m.

where: Vkar is equal to the volume of the body of the dam under construction, m3;

hkar - depth of quarry development, 8...10 m.

Hence Fkar==8423.65 m2;

Vdist.k=8423.65*0.5=4211.83 m3.

3. The volume of cutting of plant soil from the surface of the discharge structure according to the formula:

Vrast.s. = La*hrast.с *(в + m*h),

where: La = length of the spillway channel, m;

в - width of the channel along the bottom, m;

m - laying of canal slopes, m;

h - channel depth, m.

Vdis.s.=77.5*0.3*(11.5+1*2)=267.4 m3.

Table 6. Local estimate No. 1 for excavation work during the construction of a hydraulic structure unit

Unit cost, rub.

Total cost, rub.

SNiP 1V-5-82,

Cutting off plant soil from the base of the dam with a bulldozer on a T-130, moving 40 m 100 m3

Cutting off plant soil from the surface of a quarry with a bulldozer on a T-130, moving 50 m 1000 m3

Cutting off plant soil from the spillway route with a bulldozer on a T-130 with a displacement of 30 m, 1000 m3

Loosening the soil at the base of the dam with a ripper to a depth of 0.35 m in one pass. Head length up to 200 m, 100 m3

SNiP 1V-5-82

Moistening the soil at the base of the dam with a 3.8 m3 tank truck. Distance to water source up to 5 km, 100 m3

Same, 1-1150,

Compaction of soil at the base of the dam with a roller using pneumatic machines weighing 20 tons. Head length 200 m, compaction depth 0.35 m, passage width 6 m, 100 m3

Development of soil in the trench of the dam lock with its movement into the dam body with a trailed scraper on the T-180 (10 m3) Movement range up to 100 m, 1000 m3

Development of soil in the excavations of the spillway structure with a scraper on T-180 (10 m3) with movement into the body of the dam by 150 m 1000 m3

Development of soil in a quarry with a self-propelled scraper (10 m3) with movement into the body of the dam at a distance of 400 m, 1000 m3

Leveling the soil in the body of the dam with a T-130 bulldozer in a layer of 0.3 m with a displacement of 10 m, 1000 m3

Moisturizing the soil in the body of the dam with a 3.8 m3 tank truck. Distance to water source up to 5 km, 100 m3

Compaction of soil in the body of the dam with a roller on pneumatic wheels weighing 25 tons. Head length 200 m, compaction depth 0.3 m, passages - 6, 100 m3

Leveling of dam slopes using a leveling excavator, 100 m2

Development of solvent soil in a temporary dump and moving it to the dam crest using a trailed scraper on a T-180 (10 m3). Travel range up to 100 m, 1000 m3

Leveling and leveling soil in a layer of up to 0.3 m on the slopes of the dam using a leveling excavator, 100 m3

Strengthening the downstream slope with mechanized sowing of grass, 100 m2

Total direct costs

Overhead 15.16

Total with overhead costs

Planned savings 8%

Total according to estimate

Conversion factor in prices 1.01.13= 18.65

Table 7. Local estimate No. 2 for concrete and reinforced concrete work during the construction of the dam

Code and position number of the standard

Name of work and costs, unit of measurement

Scope of work

Unit cost, rub.

Total cost, rub.

Operation of machines, incl. wages

Basic salary pay

Operation of machines, incl. salary

Basic salary

incl. charge pay

SNiP 1V-5-82,

Installation of foundation blocks of a prefabricated reinforced concrete spillway structure with a bed. 10 ton 100 m3 crawler crane

Construction of retaining walls from monolithic concrete crawler 10-ton crane 100 m3

Construction of a stepped drop from monolithic reinforced concrete. 10 ton crawler crane 100 m3

Concreting the inlet and outlet heads. 10 ton 100 m3 crawler crane

SNiP 1V-5-82

Fastening the upper slope of the dam with prefabricated reinforced concrete slabs weighing up to 3 tons. 10-ton crawler crane 100 m3

Total direct costs

Overhead 15.1%

Estimated salary 0.18

Planned savings 8%

Total according to estimate

Conversion factor 16534.0 to prices 01/1/13 =18.65

Table 8. Summary of dam construction costs

The cost of 1 m3 of water in the first year of operation of the reservoir and irrigation system is equal to total cost costs divided by the total useful volume of water in the pond, i.e. equal to 5.3 rub/m3.

STATE ESTIMATED STANDARDS

STATE ELEMENTAL ESTIMATED STANDARDS
FOR CONSTRUCTION AND SPECIAL
CONSTRUCTION WORK

GESN 81-02-36-2001

Part 36

EARTH STRUCTURES
HYDRAULIC STRUCTURES

Moscow 2009

State estimate standards. State elemental estimate standards for construction and special construction work.

GESN 81-02-36-2001 Part 36. Earthen structures of hydraulic structures

State estimate standards State element estimate standards for construction and special construction work (hereinafter - GESN) are intended to determine the need for resources (labor costs of construction workers, machinists, operating time of construction machines and mechanisms, material resources) when performing construction and special construction work and for compiling on their basis estimates(estimates) for production specified works resource and resource-index methods.

GESN are the initial standards for the development of other estimate standards: unit prices at the federal, territorial and sectoral levels, individual and aggregated estimate standards.

DEVELOPEDFederal Center for Pricing in Construction and the Building Materials Industry

APPROVED by order of the Ministry regional development Russian Federation dated November 17, 2008 No. 253

STATE ELEMENTAL ESTIMATED STANDARDS
FOR CONSTRUCTION AND SPECIAL CONSTRUCTION WORKS

GESN-36-2001

Part 36. Earthen structures of hydraulic structures

Section 1. EARTH STRUCTURES OF HYDRAULIC STRUCTURES

Subsection 1.1 DAMs, dikes, embankments

Table GESN 36-01-001 Dry construction of dams, dikes, embankments and the bottom of screens and cores

Scope of work:

01. Leveling the soil in layers. 02. Soil compaction with moisture. 03. Loosening the compacted underlying layer of clay soil before laying the subsequent one. 04. Construction and maintenance of entrances, exits and driveways along the embankment. 05. Cleaning of bodies vehicles when unloading clay soils.

Meter: 1000 m 3 soil

Dry construction of dams, dikes, embankments and the bottom of screens and cores:

36-01-001-01 from non-cohesive soils with rollers weighing up to 16 tons

36-01-001-02 from non-cohesive soils with rollers weighing over 16 tons

36-01-001-03 from cohesive soils with rollers weighing up to 16 tons

36-01-001-04from cohesive soils with rollers weighing over 16 tons

Resource code

Cost element name

Unit measured

36-01-001-01

36-01-001-02

36-01-001-03

36-01-001-04

1

person-hour

15,85

14,15

31,08

27,49

1.1

Average job level

2

Driver labor costs

person-hour

19,33

14,92

36,63

19,99

3

MACHINES AND MECHANISMS

010311

mach.-h

1,21

0,67

010313

Crawler tractors for other types of construction 96 kW (130 hp)

mach.-h

13,62

010314

Crawler tractors for other types of construction 121 kW (165 hp)

mach.-h

1,43

1,79

010315

Crawler tractors when working on other types of construction 132 kW (180 hp)

mach.-h

0,81

1,15

070102

mach.-h

12,65

10,63

14,63

13,31

090102

mach.-h

1,21

0,67

120701

Trailed cam road rollers 8 t

mach.-h

13,62

120711

Trailed road rollers with pneumatic wheels 25 t

mach.-h

1,43

1,79

120712

Trailed road rollers with pneumatic wheels 50 t

mach.-h

0,81

1,15

120801

mach.-h

3,93

3,85

120802

mach.-h

1,24

1,83

120910

mach.-h

120911

mach.-h

0,81

1,24

4

MATERIALS

407-9085

Priming

m 3

1025

1025

1025

1025

411-0001

Water

m 3

Table GESN 36-01-002 Construction of the top of the screens and cores

Scope of work:

Meter: 1000 m 3 soil

36-01-002-01 Construction of the upper part of the screens and cores

Resource code

Cost element name

Unit measured

36-01-002-01

1

Labor costs of construction workers

person-hour

41,47

1.1

Average job level

2

Driver labor costs

person-hour

31,48

3

MACHINES AND MECHANISMS

010311

Crawler tractors for other types of construction 59 kW (80 hp)

mach.-h

0,84

050102

mach.-h

0,65

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

17,71

090102

Reclamation disc harrows (without tractor)

mach.-h

0,84

120801

Semi-trailer rollers on pneumatic wheels with a 15 t tractor

mach.-h

2,48

120802

Semi-trailer rollers on pneumatic wheels with a 25 t tractor

mach.-h

1,44

120910

Pneumatic rollers 16 t

mach.-h

2,87

120911

Pneumatic rollers 30 t

mach.-h

1,39

121500

mach.-h

331101

mach.-h

331103

Electric rammers

mach.-h

0,56

4

MATERIALS

407-9085

Priming

m 3

1010

411-0001

Water

m 3

Table GESN 36-01-003 Dejection device

Scope of work:

01. Leveling the soil in layers. 02. Soil compaction with moisture. 03. Loosening the compacted underlying layer of clay soil before laying the subsequent one. 04. Construction and maintenance of entrances, exits and driveways along the embankment. 05. Cleaning vehicle bodies when unloading clay soils.

Meter: 1000 m 3 soil

36-01-003-01Depression device

Resource code

Cost element name

Unit measured

36-01-003-01

1

Labor costs of construction workers

person-hour

62,04

1.1

Average job level

2

Driver labor costs

person-hour

29,04

3

MACHINES AND MECHANISMS

010311

Crawler tractors for other types of construction 59 kW (80 hp)

mach.-h

0,81

050102

Mobile compressors with internal combustion engine pressure up to 686 kPa (7 atm), capacity 5 m 3 /min

mach.-h

1,38

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

13,86

090102

Reclamation disc harrows (without tractor)

mach.-h

0,81

120801

Semi-price rollers on pneumatic wheels with a 15 t tractor

mach.-h

2,72

120802

Semi-trailer rollers on pneumatic wheels with a 25 t tractor

mach.-h

1,49

120910

Pneumatic rollers 16 t

mach.-h

3,25

120911

Pneumatic rollers 30 t

mach.-h

1,54

121500

Tampers based on the T-130.1.G tractor

mach.-h

3,99

331101

Pneumatic rammers when operating from a stationary compressor

mach.-h

5,52

331103

Electric rammers

mach.-h

4

MATERIALS

407-9085

Priming

m 3

1010

411-0001

Water

m 3

Table GESN 36-01-004 Construction of dams, dikes, embankments by dumping soil into water

Scope of work:

for standard 1:

01. Construction of embankments for ponds. 02. Moving soil unloaded from dump trucks downhill into the water. 03. Construction and maintenance of entrances, exits and driveways along the embankment. 04. Cleaning vehicle bodies when unloading clay soils.

for standards 2, 3:

01. Construction of embankments for ponds. 02. Soil compaction with moisture. 03. Moving soil unloaded from dump trucks downhill into the water. 04. Construction and maintenance of entrances, exits and driveways along the embankment. 05. Cleaning vehicle bodies when unloading clay soils.

Meter: 1000 m 3 soil

Construction of dams, dikes, embankments by dumping soil into water:

36-01-004-01 in natural ponds and reservoirs

36-01-004-02 in artificial ponds in layers up to 2 m

36-01-004-03 in artificial ponds in layers up to 4 m

Resource code

Cost element name

Unit measured

36-01-004-01

36-01-004-02

36-01-004-03

1

Labor costs of construction workers

person-hour

24,2

29,59

13,75

1.1

Average job level

2

Driver labor costs

person-hour

14,08

19,9

16,83

3

MACHINES AND MECHANISMS

010311

Crawler tractors for other types of construction 59 kW (80 hp)

mach.-h

0,17

0,04

060326

Single-bucket diesel excavators with pneumatic wheels when working on water construction projects 0.25 m 3

mach.-h

0,19

0,09

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

14,08

17,49

14,96

090102

Reclamation disc harrows (without tractor)

mach.-h

0,17

0,04

120910

Pneumatic rollers 16 t

mach.-h

2,05

1,74

4

MATERIALS

101-1887

Asbestos-cement pressure pipes VT6´ 150 type 1

407-9085

Priming

m 3

1010

1010

1010

411-0001

Water

m 3

Subsection 1.2 SINUSES

Table GESN 36-01-008 Filling the sinuses

Scope of work:

01. Leveling the soil in layers. 02. Soil compaction with moisture. 03. Loosening the compacted underlying layer of clay soil before laying the subsequent one. 04. Construction and maintenance of entrances, exits and driveways along the embankment. 05. Cleaning vehicle bodies when unloading clay soils.

Meter: 1000 m 3 soil

Sinus filling volume:

36-01-008-01 over 10000 m 3 with non-cohesive soils

36-01-008-02 over 10000 m 3 with cohesive soils

36-01-008-03 up to 10000 m 3 with non-cohesive soils

36-01-008-04 up to 10000 m 3 with cohesive soils

36-01-008-05 up to 200 m 3 with non-cohesive soils

36-01-008-06 up to 200 m 3 with cohesive soils

Resource code

Cost element name

Unit measured

36-01-008-01

36-01-008-02

36-01-008-03

1

Labor costs of construction workers

person-hour

44,75

63,51

73,7

1.1

Average job level

2

Driver labor costs

person-hour

21,07

27,61

27,98

3

MACHINES AND MECHANISMS

010311

Crawler tractors for other types of construction 59 kW (80 hp)

mach.-h

0,45

050102

Mobile compressors with internal combustion engine pressure up to 686 kPa (7 atm), capacity 5 m 3 /min

mach.-h

1,42

1,42

2,89

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

11,33

13,86

13,09

090102

Reclamation disc harrows (without tractor)

mach.-h

0,45

120801

Semi-trailer rollers on pneumatic wheels with a 15 t tractor

mach.-h

1,65

120802

Semi-trailer rollers on pneumatic wheels with a 25 t tractor

mach.-h

0,94

1,39

120910

Pneumatic rollers 16 t

mach.-h

1,38

2,79

3,68

120911

Pneumatic rollers 30 t

mach.-h

0,84

1,32

121500

Tampers based on the T-130.1.G tractor

mach.-h

3,51

3,98

8,32

331101

Pneumatic rammers when operating from a stationary compressor

mach.-h

5,68

5,68

11,56

331103

Electric rammers

mach.-h

1,91

1,91

3,72

4

MATERIALS

407-9085

Priming

m 3

1010

1010

1010

411-0001

Water

m 3

Resource code

Cost element name

Unit measured

36-01-008-04

36-01-008-05

36-01-008-06

1

Labor costs of construction workers

person-hour

97,24

1.1

Average job level

2

Driver labor costs

person-hour

36,57

46,07

52.22

3

MACHINES AND MECHANISMS

010311

Crawler tractors for other types of construction 59 kW (80 hp)

mach.-h

0,76

050102

Mobile compressors with internal combustion engine pressure up to 686 kPa (7 atm), capacity 5 m 7 min

mach.-h

2,87

28,87

31.62

070101

Bulldozers for hydropower construction and stripping operations 59 kW (80 hp)

mach.-h

17,2

20,6

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

15,84

090102

Reclamation disc harrows (without tractor)

mach.-h

0,76

120910

Pneumatic rollers 16 t

mach.-h

7,67

121500

Tampers based on the T-130.1 .G tractor

mach.-h

9,43

331101

Pneumatic rammers when operating from a stationary compressor

mach.-h

11,48

115,5

126.5

331103

Electric rammers

mach.-h

3,72

4

MATERIALS

407-9085

Priming

m 3

1010

1010

1010

411-0001

Water

m 3

Table GESN 36-01-009 Layout of slopes of embankments of earthen structures

Scope of work:

01. Layout of embankment slopes with cutting off irregularities and filling depressions.

Meter: 1000 m2 of planned surface

Layout of slopes of embankments of earthen structures:

36-01-009-01excavators

36-01-009-02 bulldozers

36-01-009-03auto graders

Resource code

Cost element name

Unit measured

36-01-009-01

36-01-009-02

36-01-009-03

Driver labor costs

person-hour

19,92

5,43

0,91

3

MACHINES AND MECHANISMS

060203

Single-bucket diesel excavators on caterpillar tracks when working on hydropower construction 0.65 m 3

mach.-h

5,96

060204

Single-bucket diesel excavators on caterpillar tracks when working on hydropower construction 1 m 3

mach.-h

3,94

060205

Single-bucket diesel excavators on caterpillar tracks when working on hydropower construction 1.25 m 3

mach.-h

3,04

070101

Bulldozers for hydropower construction and stripping operations 59 kW (80 hp)

mach.-h

1,85

070102

Bulldozers for hydropower construction and stripping operations 79 kW (108 hp)

mach.-h

1,58

070104

Bulldozers for hydropower construction and stripping operations 121 kW (165 hp)

mach.-h

1,09

070105

Bulldozers for hydropower construction and stripping operations 132 kW (180 hp)

mach.-h

0.91

120202

Medium motor graders 99 kW (135 hp)

mach.-h

A dam is a hydraulic structure erected to fence artificially created reservoirs and watercourses, raise the bank of a natural watercourse, change the direction of flow and protect the area from flooding.

Five main requirements for dams:

  1. Stability and strength when exposed to forces and loads in various combinations.
  2. Fatigue strength of the structure.
  3. Wear resistance.
  4. Biostability of the materials making up the dam.
  5. Survivability, in other words, is the ability of a dam to perform its functions in extreme conditions.

Unlike industrial and civil structures, hydraulic structures During operation they are exposed to various factors associated with water - mechanical, physico-chemical, biological. The more thoroughly the survey work is carried out, the more accurate the designers’ calculations will be.

What types of surveys and studies need to be carried out before the start of design work:

  • topographic survey;
  • geological research (soil study);
  • hydrogeological (determining the depth and flow of aquifers, water flow regime in a given area);
  • construction and production (obtaining information about transport accessibility facility, road condition, power supply sources, etc.)

After conducting surveys, during which data on the terrain will be obtained, its geological structure, level of occurrence groundwater and watercourse conditions, a multi-stage design process begins. It includes preliminary, working and control stages.

What tasks are set for designers?

At preparation of the dam project Region specialists consistently solve the following tasks:

  • establishing the type and size of the structure, taking into account the expected water regime of the facility;
  • selection building materials, equipment, technological methods of construction;
  • production of dam diagrams and drawings, performing calculations;
  • determination of economic indicators;
  • establishing the degree of reliability of hydraulic structures necessary to ensure the safety of the population and the natural environment;
  • compiling a list of design and technological solutions to prevent the development of emergency situations and dangerous damage.

Dam project price

The initial cost of estimate and design documentation is determined on the basis regulatory framework pricing. Basic prices are multiplied by a coefficient that takes into account the current market situation. The individual features of each project are clarified during a constructive conversation with the client. Our company assumes warranty obligations and bears financial responsibility for failure to meet deadlines.

The main difficulties and mistakes when designing yourself (with your own hands)

Solutions LLC "Region"
  • Lack of an agreed upon design of the Sanitary Protection Zone (SPZ)
  • We will analyze the current situation and prepare Terms of Reference for the SPZ project. If necessary, we will carry out the design of the sanitary protection zone and coordinate it.
  • Lack of metering devices and objective (calculated) data on the required productivity.
  • We will collect all the necessary data, carry out calculations and present it to the customer for consideration. If necessary, we will carry out temporary installation of metering devices.
  • Lack of title documents for land.
  • We will assist in the preparation of documentation and, if necessary, include it in the design specifications.
  • Inaccuracies in the preparation of the Technical Specifications: all necessary research was not taken into account, the above documents were not taken into account.
  • We will analyze the current situation and prepare the correct technical specifications.
  • The price justification was not carried out correctly and was not based on commercial proposals. specialized organizations, without taking into account compliance with requirements technical specifications, the need to inspect buildings and structures, etc.
  • We will prepare an estimate for design and survey work and inspection, using reference books base prices.
  • Inspection, research, design are carried out by different companies - this causes delays and the appearance of additional work.
  • We have significant experience and qualifications to organize a full range of design and survey work. The Region company has SRO approvals for both design and survey work. We are guaranteed to provide a positive expert opinion and support during construction and installation work.
To date, Region LLC has more than 150 successfully completed survey and design work. Our customers are the largest organizations in Russia.Numerous official reviews organizations, confirm our professionalism and responsibility in working with customers.

BIM DESIGN
We have experience in using BIM design technologies and are ready to meet customer requirements and terms of reference develop a BIM project. Technological BIM design is a special art that requires extensive experience and high qualifications, which Region LLC collected bit by bit.

COST OF PROJECT DEVELOPMENT

To determine the basic (initial) cost of design estimates and survey work, Region LLC uses a time-tested method: drawing up estimates for design and survey work using reference price reference books. Estimated cost design and survey work is a justified initial cost of work, which is clarified in the process of clarifying the scope of work and negotiations. An estimate for design and survey work compiled according to reference price reference books can serve as a justification for the price during the competitive procedure in accordance with Federal Law No. 44 and No. 223.
Assistance in completing applications for participation in Federal Targeted Programs(FTP). We make all technical and technological decisions based on variant design and comparison of all technical and economic parameters, including operational ones.
Assistance in completing applications for cash from regional budgets(Feasibility Study, Justification). Development of a feasibility study (feasibility study) for a project on initial stages implementation of the investment plan.
Consultations on lending issues European banks and attracting grants.
Assistance in the development of investment programs. Consulting in the field of design, design stages, design stages, approvals, necessary initial permitting documentation, etc.
Assistance in attracting credit funds, for the implementation of energy service contracts (energy efficiency), and environmental projects.
The Region LLC company is part of a number of large design and construction holdings and is ready to implement turnkey projects throughout Russia.

BY STARTING COOPERATING WITH US YOU WILL SAVE

30% Costs of construction and installation works. Based on variant design and modern technologies we select the optimal solution. 3D modeling technologies help to avoid waste of materials and minimize the likelihood of errors.
25% For the cost of design and survey work, you get a high-quality project that allows you to implement your plan on time. Thanks to an integrated approach, everything is in one hand (collection of initial data, surveys and measurements, surveys) and the experience of our specialists, we can optimize costs and offer you a competitive price.
20% Time during construction and installation work. The decisions made by our engineers and architects are not only reliable and aesthetic, but also thought out in terms of convenience and speed of implementation (flexible solutions in terms of work execution).

We always include warranty obligations as part of the design contract.
and financial liability for failure to meet deadlines.

Region LLC specialists are ready to provide assistance at all stages of decision-making, both at the stage of considering the project concept and when considering options for the reconstruction of existing buildings and structures. At the design preparation stage - prepare technical specifications for design and the necessary research.
And also prepare estimates for design and surveys based on collections of basic prices (price justification for holding a competition).

HOW WE DESIGN
  1. Customer's idea
  2. Preparation of pre-design solutions and variable design
  3. Development of technical-economic feasibility study (feasibility study)
  4. Protection of basic solutions to the customer, selection of the optimal option
  5. Preparation of detailed technical specifications for: project development, engineering surveys, survey
  6. Development of working documentation
  7. Approvals
  8. Author's supervision
  9. The customer's vision embodied

LICENSES AND CERTIFICATES OF REGION LLC

Region LLC is a member of voluntary quality certification in accordance with GOST R ISO 9001-2015. Registration No. SMK.RTS.RU.03121.17

WE WORK ON LICENSED SOFTWARE


We design on nanoCAD - a Russian universal CAD platform containing all the necessary tools for basic design and drawing production.
Our PCs are equipped with Windows 10, an operating system for personal computers developed by Microsoft as part of the Windows NT family. After Windows 8, the system received the number 10, bypassing 9.
We work for Microsoft Office 2010 is a package of programs focused on the requirements of modern business and the needs of its employees.
Using a licensed software guarantees information security, the legality of the work and reduces the risks of company closure due to inspections by regulatory authorities.
The order is placed by a specialized organization
Postal address Russian Federation, 142784, Moscow, Moskovsky, microdistrict 1, 19a
Actual address Russian Federation, 142784, Moscow, Urban settlement Moskovsky ter, microdistrict 1, no. 19a
Telephone 7-495-8418147
Fax 7-495-8418147
E-mail [email protected]
Contact person Tikhonov Alexey Borisovich

Subject of the contract

Subject of the contract Carrying out repair work on a dam with a water bypass device
Initial (maximum) contract price RUR 497,970.00
Quantity of goods, volume of work or services see documentation
OKDP
Place of delivery of goods, performance of work or provision of services Moscow, Moskovsky settlement, Meshkovo village
Delivery time for goods, performance of work or provision of services within 20 calendar days from the date of conclusion of the contract
Customer Administration of the Moskovsky settlement

Related Documentation

  • . estimate dam Meshkovo_b 600-7, estimate dam Meshkovo_b 600-7.xls
  • . draft contract, draft contract.docx
  • . Auction documentation , AD.docx
  • . Terms of reference for dam repairs, Terms of reference for dam repairs.doc
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