| No. | Work item | Unit of measurement | Cost (RUB) |
|---|---|---|---|
| 1 | Site layout for construction | from 3000 | |
| 2 | Demolition of dilapidated structures (as agreed with the client) | discuss with the engineer | |
| 3 | Clearing the construction site (depending on volume) | m² | from 100 |
| 4 | Pit layout, foundation marking | m² | from 300 |
| 5 | Soil excavation by machinery without haulage | m³ | from 200 |
| 6 | Soil excavation by machinery with haulage | m³ | from 300 |
| 7 | Backfilling of foundation cavities (manually 300-500 RUB) | m³ | from 100 |
| 8 | Manual excavation: | ||
| Difficulty category 1: sand–loam | m³ | 600 | |
| Difficulty category 2: chernozem, compacted loam | m³ | 800 | |
| Difficulty category 3: dense clay | m³ | 1200 | |
| Difficulty category 4: compacted soil | m³ | 1600 | |
| Difficulty category 5: gravelly soils, asphalt pavement | m³ | 2000 | |
| 9 | Site grading | m² | 100 |
| 10 | Cast-in-place foundations in soil (concrete placement): | ||
| without reinforcement | m³ | 2500 | |
| with simple reinforcement (linear rebar) | m³ | 3500 | |
| with cages | m³ | 4200 | |
| on multi-tier cages, foundation slabs, monolithic floor slabs, beam structures | m³ | 5000 | |
| thin wall structures with reinforcement | m³ | 5500 | |
| 11 | Formwork installation: | ||
| simple | m² | from 200 | |
| complex | m² | from 300 | |
| high complexity: columns, slabs, load-bearing structures on supports, etc. | m² / lin. m | from 400 | |
| 12 | Fabrication of cages: | ||
| ladder type | lin. m | 100 | |
| double ladder type | lin. m | 200 | |
| more complex cage (spatial) | lin. m | from 200 | |
| 13 | Installation of foundation blocks (excluding machinery): | ||
| FBS 3-4 | pcs | 400 | |
| FBS 5-6 | pcs | 500 | |
| 14 | Filling non-modular gaps with ceramic brick (1 brick = 6 RUB) | m³ | 1500-2000 |
| 15 | Vertical bitumen waterproofing | m² | 100 |
| 16 | Waterproofing with fabric-based materials in one layer | m² | 150 |
| 17 | Trench excavation by machinery | m³ | 300 |
| 18 | Trench excavation by machinery | lin. m | 200 |
| 19 | Manual site grading (excluding mechanization): | ||
| with sand | m² | 50 | |
| with soil | m² | 80 | |
| with crushed stone (with compaction) | m² | 100 | |
| 20 | Fence installation: | ||
| lightweight frame | m² | 200 | |
| structural frame | m² | 300 | |
| profile sheeting | m² | 320 | |
| 21 | Forming openings depending on wall thickness: | ||
| in non-load-bearing walls 120 mm; 250 mm thick | m² | 600 | |
| in load-bearing walls 380 mm; 510 mm thick | m² | 1600 | |
| metal framing (100% of the metal cost for the structure) | m² | from 1500 | |
| 22 | Core drilling depending on Ø 16, 32, 50, 100 | lin. m | 200-2000 |
| 23 | Chasing grooves depending on chase width | lin. m | from 200 |
| 24 | Leveling concrete and brick surfaces | m² | from 400 |
| 25 | Facing brickwork: | ||
| with tinted mortar | pcs | 30 | |
| cladding, 1st floor | pcs | 20 | |
| cladding, 2nd floor | pcs | 24 | |
| simple fence (infill) | pcs | 14 | |
| simple fence (posts + infill) | pcs | 16 | |
| relief fence | pcs | 20 | |
| relief fence (high complexity) | pcs | 25 | |
| cottages | pcs | from 12 | |
| 26 | Common brickwork: | ||
| cottages | pcs | from 10 | |
| partitions (separately) | pcs | from 12 | |
| 27 | Brick arch masonry: | ||
| common, up to 1.2 m | pcs | 500 | |
| common, from 1.2 m to 2 m | pcs | 1000 | |
| over 2 m | pcs | 1500 | |
| facing, up to 1.2 m | pcs | 1000 | |
| facing, from 1.2 m to 2 m | pcs | 2000 | |
| over 2 m | pcs | 3000 | |
| 28 | Aerated concrete block laying: | ||
| standard size (200*300*600) | m³ | 2000 | |
| non-standard size | m³ | 2400 | |
| 29 | Expanded polystyrene laying | m³ | 1400 |
| 30 | Slab installation up to 42 | pcs | 500 |
| 31 | Installation of stair flights and landings | pcs | from 500 |
| 32 | Installation of slabs over 42, fence slabs, crane rails, road slabs | pcs | From 600 |
| 33 | Manual mortar mixing | m³ | 1500 |
| 34 | Girder installation: | ||
| 36 to 48 | pcs | 400 | |
| 48 to 60 | pcs | 600 | |
| 35 | Manual brick unloading, 1 truck (2000 pcs) | pcs | 2000 |
| 36 | Manual aerated concrete unloading | m³ | 300 |
| 37 | Carrying brick, aerated concrete, and mortar over 10 m up to 20 m | m³ | 300 |
| 38 | Formwork installation on a ring beam | lin. m | 300 |
| 39 | Concrete placement in a ring beam with cages | m³ | 3200 |
| 40 | Roof structure installation: | ||
| 41 | Complexity level 1: (for slate, 2 slopes) | m² | 350 |
| 42 | Complexity level 2: (for metal tiles without underlay, 2 slopes) | m² | 500 |
| Complexity level 3: (for metal tiles with underlay) | m² | 700 | |
| Complexity level 4: (for metal tiles with underlay, inset roof windows, multi-slope) | m² | 800-1000. | |
| Complexity level 5: (for asphalt shingles with plywood) | m² | 1000-1500 | |
| high-complexity elements (towers, arched roof windows, etc.) | m² | 2000 | |
| 43 | Roof structure dismantling | 50% of installation | |
| 44 | Roof structure repair depending on % of structural wear | 30-50% of installation | |
| 45 | Roof covering installation: | ||
| roofing felt, 1 layer | m² | 80 RUB | |
| slate + roofing felt | m² | 200 | |
| metal tiles, corrugated sheeting, complexity level 1 | m² | 350 | |
| metal tiles, corrugated sheeting, complexity level 2 | m² | 400 | |
| asphalt shingles with underlayment | m² | 500 | |
| high-complexity elements (towers, arched roof windows, etc.) | m² | 600 | |
| 46 | Roof covering dismantling | 50% of installation | |
| 47 | Preparation for soffit lining: | ||
| width up to 1 meter | lin. m | 450 | |
| width over 1 meter | m² | 400 | |
| 48 | Fabrication and installation of chimney caps | lin. m | 2000 |
| 49 | Gable soffit lining | ||
| PVC lining | lin. m | 300 | |
| metal profile | lin. m | 400 | |
| 50 | Rainwater system installation | lin. m | 300 |
| 51 | Rainwater system dismantling | lin. m | 100 |
| 52 | Screed for flashings and cornices | lin. m | 150 |
| 53 | Fabrication of trims | lin. m | 120 |
| 54 | Installation of trims, cornices, flashings, fence capping | lin. m | 160. |
| 55 | VELUX window installation | ||
| during roof installation | pcs | 3000 | |
| in an existing roof | pcs | 5000 | |
| 56 | Subfloor boarding | m² | 200 |
| 57 | Insulation: | ||
| roll materials or mats on twine, per 1 layer | m² | 200 | |
| roll materials or mats with a rough ceiling (hardboard), per 1 layer | m² | 250 | |
| vapor barrier film installation | m² | 50 | |
| 58 | Fastener installation: | ||
| single-plane | pcs | 100 | |
| two-plane | pcs | 150 | |
| multi-plane | pcs | 300 | |
| 59 | Work at height (above 12 m) | +30% of the work cost | |
| 60 | Company vehicle services: | ||
| passenger car with trailer | h | 500 | |
| GAZelle | h | 800 | |
| knuckle boom truck | h | 1200 | |
| 61 | Site cabin: | ||
| Small vehicle + depreciation | 10000 | ||
| Large vehicle + depreciation | 15000 | ||
| 62 | Depreciation of light power tools: | ||
| small rotary hammer | h | 100 | |
| large rotary hammer | h | 200 | |
| 63 | Loading and unloading, cleanup | pers. / day | 1500 |
| 64 | Site security | day / night | 1000 |
| 65 | Overheads and equipment depreciation | 2% of the total estimate | |
| 66 | Supply of materials, machinery, and special equipment to the site | 5% of the cost of supplied materials and transport services |
Estimates
Construction and renovation always involve financial outlay. Clear control is needed, and estimate documentation makes that possible.
Without an estimate you only have approximate figures. As work proceeds, costs may exceed expectations, or materials of the wrong quality, type, or manufacturer may be used.
With an estimate that will not happen. A sound construction calculation lists every construction and installation item with a price for each stage or unit of material. An estimate also lets you choose the most practical way to carry out the work.
Approximate service cost:
- up to 150 sq. m — 10,000 rubles;
- up to 250 sq. m — 20,000 rubles;
- up to 400 sq. m — no more than 30,000 rubles;
- over 400 sq. m — the price is discussed individually.
A well-prepared estimate is the key to reliable control of construction work and material purchasing.
When a construction contract is signed, the cost of the estimate is fully credited back!