Workshop / Small Factory Cost Estimate — 300 m² + 30 m² office
300 m² + 30 m² office33 work items6 sectionsToronto, Canada
About This Project
Cost estimate for building a 500 m² workshop or small factory. Covers industrial foundation, steel portal frame structure, insulated wall and roof cladding, overhead doors, three-phase electrical supply, compressed air system, ventilation, concrete floor with hardener finish, and office area within the facility.
Scope of Works
Foundations (7)Steel Structure (3)Envelope (5)Openings (4)Office Area (5)MEP (9)
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Data Source:DDC Pricing DB — English·55,719 items·CWICR
City Adjustment
🏛 Toronto, Canada
Your city matches the base — coefficients ×1.00
PPP Coefficients
Labor Factor
×
click to adjust
Material Factor
×
click to adjust
Equipment Factor
×
click to adjust
Prices from a professional construction database (55,719 items), adjusted to your city using construction-specific Purchasing Power Parity (PPP). Coefficients can be manually adjusted.
Detection Confidence
50%
Cost Breakdown
iHow the total cost is distributed: labor, materials, equipment, overhead, and profit margins
C$1,220,333.87Direct Cost
Labor (37%)C$200,749.15
Materials (36%)C$196,305.17
Equipment (6%)C$31,152.26
Overhead (34%)C$183,050.06
Profit (26%)C$140,338.39
Cost / m²
Labor
C$669.16
Materials
C$654.35
Equipment
C$103.84
Overhead
C$610.17
Profit
C$467.79
Grand Total
C$1,805.60
Materials / Labor
0.98
Direct Cost %
225.3%
27 work items across 6 categories, 102 resources
Cost Flow
6iVisual flow of the total budget through work categories, showing proportional cost distribution
Complete BOQ: 33 work items for Workshop / Small Factory
3 work item(s) not found in pricing DB for language 'en'.
Categories
6iCost distribution by work category — earthwork, structure, facade, MEP, finishes, etc.
Category
Cost
Cost / m²
Share
MEP
C$82,971.86
C$276.57
15.3%
Envelope
C$1,128,583.57
C$3,761.95
208.3%
Openings
C$50,643.46
C$168.81
9.3%
Foundations
C$77,351.16
C$257.84
14.3%
Office Area
C$10,203.05
C$34.01
1.9%
Steel Structure
C$193,969.23
C$646.56
35.8%
Top Items
Description
Total
Installation of frame elements for prefabricated single…
C$191,251.68
Wall cladding: architectural concrete panels on an alum…
C$122,074.59
Spinning machine, type: PB-114-Sh for 300 spindles, PB-…
C$72,443.73
Mechanical part for airtight gates or doors, weight 10 …
C$49,954.01
Laying floor slabs with an area of: up to 5 m2 with the…
C$48,389.83
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$487,513.18
↓ C$54,168.13 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$541,681.31
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$622,933.51
↑ C$81,252.20 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$541,681.31
Clicking Apply will update PPP coefficients and recalculate all line items
Project Schedule
≈7 months Peak 30iProject timeline with critical path method (CPM), Gantt chart, and resource allocation
Construction PhasesAI
Site PreparationSite clearing, temporary facilities setup, utilities connection8d
MEP Finish WorkElectrical fixtures, plumbing fixtures, HVAC units and controls18d
Interior DoorsInterior door installation, hardware, access control systems8d
Flooring InstallationCarpet, tile, hardwood, and other finish flooring systems8d
Painting and Final FinishesInterior painting, final wall finishes, trim work8d
Final Systems and TestingSystem commissioning, testing, safety systems, elevators8d
Landscaping and Site WorkExterior landscaping, parking areas, site cleanup68d
Final Inspection and HandoverFinal inspections, punch list completion, project handover8d
7
months
202
days
19
phases
15
Critical Path
30
Peak workers
7,970
Labor Hours
Site PreparationEarthworkFoundation WorkStructural FrameworkRoofing SystemExternal EnvelopeWindows and External DoorsMEP Rough-inInternal Walls FramingInsulationDrywall and PlasteringCeiling SystemsMEP Finish WorkInterior DoorsFlooring InstallationPainting and Final FinishesFinal Systems and TestingLandscaping and Site WorkFinal Inspection and HandoverCumulative Cost
Labor Hours by Phase
Structural Framework
5,781 hours
Landscaping and Site
1,098 hours
Foundation Work
785 hours
MEP Finish Work
182 hours
Site Preparation
70 hours
Flooring Installatio
53 hours
Earthwork
50 hours
External Envelope
50 hours
Windows and External
50 hours
MEP Rough-in
50 hours
Internal Walls Frami
50 hours
Insulation
50 hours
Drywall and Plasteri
50 hours
Ceiling Systems
50 hours
Interior Doors
50 hours
Painting and Final F
50 hours
Final Systems and Te
50 hours
Final Inspection and
50 hours
Roofing System
2 hours
Monthly Cash Flow
6 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
5%
M1
12%
M2
62%
M3
90%
M4
94%
M5
100%
M6
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$25,944.50
4.8%
C$25,944.50
5%
M2
31–60
C$36,790.62
6.8%
C$62,735.12
12%
M3
61–90
C$271,186.00
50.1%
C$333,921.12
62%
M4
91–120
C$154,386.69
28.5%
C$488,307.81
90%
M5
121–150
C$22,038.53
4.1%
C$510,346.35
94%
M6
151–180
C$31,334.96
5.8%
C$541,681.31
100%
Daily Cash Flow
26 weeks
0%
D1
2%
D19
6%
D37
10%
D55
28%
D73
64%
D91
89%
D109
91%
D127
94%
D145
97%
D163
100%
D178
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$7,678.60
1.4%
C$7,678.60
1%
W2
D8–D14
C$1,096.94
0.2%
C$8,775.54
2%
W3
D15–D21
C$6,131.77
1.1%
C$14,907.31
3%
W4
D22–D28
C$8,584.48
1.6%
C$23,491.79
4%
W5
D29–D35
C$8,584.48
1.6%
C$32,076.27
6%
W6
D36–D42
C$8,584.48
1.6%
C$40,660.75
8%
W7
D43–D49
C$8,584.48
1.6%
C$49,245.22
9%
W8
D50–D56
C$8,584.48
1.6%
C$57,829.70
11%
W9
D57–D63
C$8,584.48
1.6%
C$66,414.18
12%
W10
D64–D70
C$55,463.55
10.2%
C$121,877.74
22%
W11
D71–D77
C$74,215.18
13.7%
C$196,092.92
36%
W12
D78–D84
C$74,215.18
13.7%
C$270,308.11
50%
W13
D85–D91
C$74,215.18
13.7%
C$344,523.29
64%
W14
D92–D98
C$74,215.18
13.7%
C$418,738.47
77%
W15
D99–D105
C$63,622.94
11.7%
C$482,361.41
89%
W16
D106–D112
C$69.46
0.0%
C$482,430.87
89%
W17
D113–D119
C$5,142.32
0.9%
C$487,573.19
90%
W18
D120–D126
C$5,142.32
0.9%
C$492,715.52
91%
W19
D127–D133
C$5,142.32
0.9%
C$497,857.84
92%
W20
D134–D140
C$5,142.32
0.9%
C$503,000.17
93%
W21
D141–D147
C$5,142.32
0.9%
C$508,142.49
94%
W22
D148–D154
C$5,783.86
1.1%
C$513,926.35
95%
W23
D155–D161
C$7,387.70
1.4%
C$521,314.06
96%
W24
D162–D168
C$7,387.70
1.4%
C$528,701.76
98%
W25
D169–D175
C$7,985.49
1.5%
C$536,687.25
99%
W26
D176–D180
C$4,994.06
0.9%
C$541,681.31
100%
Line Items
27 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Foundations6 itemsC$68,478.19
#
Code
Description
Qty
Unit
Unit Price
Total
1
KAME_KARI_KAVOLI_KAPU
Snow removal from construction sites and roads: bulldozers with movements at a distance of every subsequent 10 m
400.0
400 m²(Foundations)
m3
C$0.04
C$17.87
C$14.13 +15% C$2.12+10% C$1.62
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Bulldozers, power 79 kW (108 hp)
0.27
Machine hours
C$37.95
C$10.32
Personnel: 1 person-hour/machine-hour
0.27
Machine hours
C$13.00
C$3.81
2
KAME_KAME_KAKAME_KAPUCON
Soil excavation using single-bucket electric dragline excavators with a bucket capacity of: 15 m3, soil group 4
100.0
100 m³(Foundations)
m3
C$16.39
C$2,073.36
C$1,639.02 +15% C$245.85+10% C$188.49
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
0.32
hrs
C$43.91
C$14.01
Bulldozers, power 79 kW (108 hp)
0.33
Machine hours
C$50.14
C$16.65
Personnel: 1 person-hour/machine-hour
0.33
Machine hours
C$32.02
C$10.64
Single-bucket electric walking excavators with dragline working equipment, bucket capacity 15 m3
0.33
Machine hours
C$4,692.47
C$1,557.90
Personnel: 3 man-hours/machine-hours
0.33
Machine hours
C$119.95
C$39.82
3
TOPU_KARI_KARINE_KAPU
Installation of wooden supports in marshy ground: corner with two supports and beams
8.0
8 m³(Foundations)
pcs
C$1,106.86
C$11,201.40
C$8,854.86 +15% C$1,328.23+10% C$1,018.31
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
154.40
hrs
C$39.25
C$6,059.54
Bolts with nuts and washers for construction
89.60
kg
C$4.98
C$445.79
Colored cotton rags
0.08
kg
C$2.17
C$0.17
Dead ends
0.08
100 pcs
C$8.73
C$0.70
U-1 slope fastening unit
32.00
pcs
C$49.30
C$1,577.57
Bulldozers, power 59 kW (80 hp)
7.20
Machine hours
C$80.10
C$576.73
Personnel: 1 person-hour/machine-hour
7.20
Machine hours
C$26.30
C$189.35
Manual and lever winches with a pulling force of up to DX.VOME kN (1 t)
38.56
Machine hours
C$0.13
C$5.01
4
RIDX_KARI_KAPUNE_KASA
Reinforcement of monolithic reinforced concrete columns
1.5
1500 kg(Foundations)
t
C$3,327.26
C$6,313.48
C$4,990.89 +15% C$748.63+10% C$573.95
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
53.51
hrs
C$26.32
C$1,408.39
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
0.90
kg
C$372.32
C$334.94
Low-carbon steel knitting wire
0.01
t
C$213,557.36
C$3,203.13
Mobile cranes, lifting capacity 16 t
0.21
Machine hours
C$66.71
C$14.01
Personnel: 1 person-hour/machine-hour
0.21
Machine hours
C$19.20
C$4.03
Flatbed trucks, load capacity up to 10 tons
0.28
Machine hours
C$37.19
C$10.60
Personnel: 1 person-hour/machine-hour
0.28
Machine hours
C$14.29
C$4.07
Welding machines for manual arc welding, welding current up to 350 A
0.04
Machine hours
C$1.44
C$0.07
Crank-type guillotine sheet metal shears
1.17
Machine hours
C$8.77
C$10.26
Rebar bending machines
1.16
Machine hours
C$1.22
C$1.40
5
KALI_KAME_KAKANE_KAPU
Laying floor slabs with an area of: up to 5 m2 with the maximum weight of installation elements up to 5 tons
330.0
330 m²(Foundations)
pcs
C$115.92
C$48,389.83
C$38,252.83 +15% C$5,737.92+10% C$4,399.08
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
504.90
hrs
C$25.65
C$12,952.60
Welding electrodes for welding low-alloy and carbon steels ANO-6, E42, diameter 6 mm
0.07
t
C$14,265.00
C$941.56
Auxiliary metal structures predominantly made of thick-gauge steel or rolled sections, with or without holes
0.43
t
C$15,474.14
C$6,638.41
Hot-rolled wire in coils, diameter NE.TO-NE.SA mm
0.13
t
C$6,237.25
C$823.31
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 30-40 mm, grade IV
2.44
m3
C$1,426.04
C$3,482.40
RPP-300 roofing felt
277.20
m2
C$4.98
C$1,381.49
Crawler cranes, lifting capacity 25 t
82.60
Machine hours
C$112.62
C$9,302.61
Personnel: 1 person-hour/machine-hour
82.60
Machine hours
C$19.37
C$1,599.72
Flatbed trucks, load capacity up to 5 tons
24.85
Machine hours
C$29.91
C$743.36
Personnel: 1 person-hour/machine-hour
24.85
Machine hours
C$14.41
C$358.19
Welding machines for manual arc welding, welding current up to 350 A
17.56
Machine hours
C$1.66
C$29.19
6
SAVO_KAME_KATOLI_KAME
Caulking of floor slab joints with tarred tow with partial breaking of joints, filling with a 20 mm thick mortar
80.0
80 m(Foundations)
m
C$4.77
C$482.25
C$381.23 +15% C$57.18+10% C$43.84
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
10.64
hrs
C$25.98
C$276.44
Resin-impregnated tow
17.60
kg
C$5.59
C$98.42
Ready-mixed masonry mortar, cement, M75
0.03
m3
C$198.96
C$6.37
▼Steel Structure2 itemsC$193,969.23
#
Code
Description
Qty
Unit
Unit Price
Total
7
KADX_KAME_KAKARI_KAPU
Installation of frame elements for prefabricated single-story buildings made of welded steel profiles using bolted conne
12.0
12 t(Steel Structure)
t
C$12,598.93
C$191,251.68
C$151,187.10 +15% C$22,678.07+10% C$17,386.52
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
2,381.28
hrs
C$25.18
C$59,959.73
Mobile cranes, lifting capacity 16 t
23.28
Machine hours
C$66.18
C$1,540.76
Personnel: 1 person-hour/machine-hour
23.28
Machine hours
C$19.01
C$442.54
Flatbed trucks, load capacity up to 5 tons
1.44
Machine hours
C$25.70
C$37.02
Personnel: 1 person-hour/machine-hour
1.44
Machine hours
C$14.15
C$20.37
Installation of frame elements for prefabricated single-story buildings made of
12.00
t
C$7,432.22
C$89,186.68
8
TOVO_KAME_KAKARI_KARIm
Monorails, beams, and other similar structures of industrial buildings, assembly using: bridge crane
3.0
3 t(Steel Structure)
t
C$716.09
C$2,717.55
C$2,148.26 +15% C$322.24+10% C$247.05
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
69.00
hrs
C$26.05
C$1,797.27
Technical gaseous oxygen
1.80
m3
C$6.42
C$11.56
Propane-butane technical mixture
0.60
kg
C$2.81
C$1.69
Electricity
1.11
kWh
C$0.29
C$0.32
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
9.60
kg
C$5.95
C$57.11
Electric bridge cranes, lifting capacity 10 t
1.29
Machine hours
C$14.01
C$18.07
Personnel: 1 person-hour/machine-hour
1.29
Machine hours
C$13.81
C$17.82
Mobile cranes, lifting capacity 16 t
1.50
Machine hours
C$64.13
C$96.19
Personnel: 1 person-hour/machine-hour
1.50
Machine hours
C$18.56
C$27.84
Trucks, load capacity up to 8 tons
1.50
Machine hours
C$35.21
C$52.81
Personnel: 1 person-hour/machine-hour
1.50
Machine hours
C$13.81
C$20.72
Gas welding and cutting equipment
3.60
Machine hours
C$0.21
C$0.77
Welding machines for manual arc welding, welding current up to 350 A
20.73
Machine hours
C$1.38
C$28.71
Drilling machines
14.10
Machine hours
C$1.23
C$17.38
▼Envelope3 itemsC$135,415.52
#
Code
Description
Qty
Unit
Unit Price
Total
9
RIDX_KARI_KALIRI_KARI
Wall cladding: architectural concrete panels on an aluminum alloy suspension system
240.0
240 m²(Envelope)
m2
C$402.09
C$122,074.59
C$96,501.65 +15% C$14,475.25+10% C$11,097.69
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
204.70
hrs
C$23.80
C$4,871.37
Grade 3 worker
31.82
hrs
C$25.99
C$826.99
Grade 4 worker
694.73
hrs
C$29.27
C$20,333.92
Electricity
91.13
kWh
C$2.45
C$223.53
Stainless steel collet anchors with conical spacer sleeve for concealed fastening of cladding panels on ventilated curtain walls, complete with hexagon head bolt and cylindrical collar, M6x10, installation depth 7 mm
10.27
100 pcs
C$1,970.64
C$20,242.48
Galvanized steel friction wedge anchors for crack-free concrete, external thread M10, length 98 mm
85.58
10 pcs
C$409.29
C$35,028.36
Flat cutting disc, dimensions 125x2.5x22 mm
26.02
pcs
C$9.30
C$241.82
Drill bit with diamond tip for drilling holes for collet anchors, drilling depth up to 15 mm, diameter LI.RI mm with reaming up to 9 mm
5.09
pcs
C$2,356.82
C$11,991.51
Drill bit with carbide tip, SDS-plus shank for hammer drilling holes in hard materials, total length 160 mm, diameter 10 mm
0.86
pcs
C$28.66
C$24.74
Spiral drill bits with cylindrical shank made of high-speed steel P6M5, accuracy class A1, length 86 mm, diameter 5 mm
0.26
100 pcs
C$2,647.32
C$698.88
Two-component adhesive injection compound based on vinyl ester resin for heavy-duty anchor fastenings in concrete, operating temperature from -40 °C to +40 °C
1.34
l
C$626.32
C$841.81
Mobile cranes, lifting capacity 16 t
8.88
Machine hours
C$72.74
C$645.96
Personnel: 1 person-hour/machine-hour
8.88
Machine hours
C$20.86
C$185.22
General-purpose electric hoists, load capacity KA.SA t
80.28
Machine hours
C$0.33
C$26.33
Flatbed trucks, load capacity up to 10 tons
4.70
Machine hours
C$40.56
C$190.78
Personnel: 1 person-hour/machine-hour
4.70
Machine hours
C$15.52
C$73.03
Mobile piston compressors with electric motor, pressure up to KA.NE MPa (6 atm), capacity up to KA.VOTO m3/min
21.36
Machine hours
C$0.76
C$16.22
Machines for drilling blind holes for anchors, power ME.PU kW
21.36
Machine hours
C$1.81
C$38.70
10
SAVO_KAME_KATONE_KAME
Roof ridge flashings made of galvanized steel, thickness 1 mm
1.0
1 set(Envelope)
pcs
C$62.75
C$79.38
C$62.75 +15% C$9.41+10% C$7.22
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
2.43
hrs
C$24.77
C$60.18
Roof ridge flashings made of galvanized steel, thickness 1 mm
1.00
pcs
C$2.54
C$2.54
Roof ridge flashings made of galvanized steel, thickness 1 mm
1.00
pcs
C$0.03
C$0.03
11
KAME_KARI_KAPUVO_KAME
Reinforcement of uphill and drainage ditches, culverts: gutters
40.0
40 m(Envelope)
m
C$262.09
C$13,261.55
C$10,483.44 +15% C$1,572.52+10% C$1,205.60
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
87.60
hrs
C$20.36
C$1,783.73
Crawler cranes, lifting capacity 25 t
18.80
Machine hours
C$96.77
C$1,819.28
Personnel: 1 person-hour/machine-hour
18.80
Machine hours
C$16.34
C$307.26
Reinforcement of uphill and drainage ditches, culverts: gutters
40.00
m
C$164.33
C$6,573.17
▼Openings3 itemsC$50,643.46
#
Code
Description
Qty
Unit
Unit Price
Total
12
KATO_KATO_KAKAPU_KAVOm
Roller conveyor, roller diameter: 155 mm, roller length 300-500 mm
1.0
1 pcs(Openings)
pcs
C$58.62
C$74.15
C$58.62 +15% C$8.79+10% C$6.74
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
2.10
hrs
C$25.89
C$54.37
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.05
Machine hours
C$68.89
C$3.44
Personnel: 1 person-hour/machine-hour
0.05
Machine hours
C$16.16
C$0.81
13
RIME_KAME_KATOME_METOm
Mechanical part for airtight gates or doors, weight 10 t, method of work: underground
2.0
2 pcs(Openings)
set
C$19,744.67
C$49,954.01
C$39,489.34 +15% C$5,923.40+10% C$4,541.27
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
1,088.00
hrs
C$26.78
C$29,136.30
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14), length 16-160 mm
0.10
t
C$5,240.42
C$524.04
Hexagonal steel nuts, thread diameter M8 (M10)
0.04
t
C$6,050.47
C$242.01
TMKSh technical rubber plates, thickness 2-40 mm
19.04
kg
C$4.27
C$81.31
Custom designs made of sheet steel, thickness 3-10 mm
0.86
t
C$6,313.86
C$5,429.91
Custom-made steel structures from rolled steel
0.40
t
C$6,926.47
C$2,770.59
MA-22 oil paint, lithopone white
26.00
kg
C$4.00
C$104.12
Natural drying oil
47.00
kg
C$6.87
C$322.75
BM20 straight spigot
8.00
pcs
C$5.85
C$46.80
Mobile cranes, lifting capacity 16 t
6.06
Machine hours
C$65.93
C$399.55
Personnel: 1 person-hour/machine-hour
6.06
Machine hours
C$19.08
C$115.64
Hydraulic jacks, lifting capacity 63-100 t
9.00
Machine hours
C$0.11
C$0.99
Electric winches with a pulling force of up to SA.LIDX kN (KA.SADX t)
0.54
Machine hours
C$0.41
C$0.22
Electric winches with a pulling force of up to PUDX.KASA kN (5 t)
14.84
Machine hours
C$1.42
C$21.12
General-purpose electric hoists, load capacity TO.RI t
37.20
Machine hours
C$0.55
C$20.37
Flatbed trucks, load capacity up to 15 t
3.70
Machine hours
C$55.95
C$207.03
Personnel: 1 person-hour/machine-hour
3.70
Machine hours
C$16.33
C$60.42
Welding machines for manual arc welding, welding current up to 350 A
4.32
Machine hours
C$1.42
C$6.15
14
NENE_KAME_KAMELI_RIVO
Dismantling of pipelines in accessible channels through inspection windows with pipe diameters: up to 1000 mm
6.0
6 m²(Openings)
m
C$81.07
C$615.30
C$486.40 +15% C$72.96+10% C$55.94
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average work load RI.DX
17.76
hrs
C$22.98
C$408.19
Technical gaseous oxygen
2.25
m3
C$6.44
C$14.49
Propane-butane technical mixture
0.55
kg
C$2.82
C$1.54
Mobile cranes, lifting capacity 16 t
0.74
Machine hours
C$64.29
C$47.40
Personnel: 1 person-hour/machine-hour
0.74
Machine hours
C$18.61
C$13.72
Flatbed trucks, load capacity up to 5 tons
0.02
Machine hours
C$24.97
C$0.60
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$13.85
C$0.34
Gas welding and cutting equipment
0.55
Machine hours
C$0.21
C$0.12
▼Office Area5 itemsC$10,203.05
#
Code
Description
Qty
Unit
Unit Price
Total
15
NEDX_KAME_KATODX_KAME
Repair of joints between walls and partitions made of prefabricated reinforced concrete and gypsum concrete panels
30.0
30 m²(Office Area)
m
C$7.50
C$284.56
C$224.96 +15% C$33.74+10% C$25.87
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 1 worker
0.02
hrs
C$22.57
C$0.47
2nd grade worker
0.03
hrs
C$24.60
C$0.81
Grade 3 worker
1.40
hrs
C$26.86
C$37.63
Grade 4 worker
5.93
hrs
C$30.25
C$179.43
Electricity
1.06
kWh
C$0.08
C$0.09
Resin-impregnated tow
3.03
kg
C$1.58
C$4.78
G-3 construction gypsum
0.00
t
C$75.30
C$0.23
Ready-mixed masonry mortar, cement, M100
0.02
m3
C$58.81
C$1.41
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.01
Machine hours
C$2.54
C$0.02
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$14.26
C$0.08
16
NEDX_KAME_KATODX_KARI
Repair of joints between reinforced concrete ceiling slabs with rustication
30.0
30 m²(Office Area)
m
C$10.58
C$401.44
C$317.34 +15% C$47.60+10% C$36.49
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
9.70
hrs
C$31.54
C$306.02
Electricity
1.40
kWh
C$0.06
C$0.08
Hemp rope, twisted, impregnated, diameter 26 mm
0.00
t
C$2,896.69
C$8.69
G-3 construction gypsum
0.00
t
C$49.75
C$0.15
Ready-mixed masonry mortar, cement, M100
0.04
m3
C$38.85
C$1.63
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.04
Machine hours
C$2.77
C$0.12
Personnel: 1 person-hour/machine-hour
0.04
Machine hours
C$15.39
C$0.65
17
SALI_KAME_KAKALI_KATO
Repair of piece parquet flooring: on nails with an area in one place exceeding KA.SA to 1 m2
30.0
30 m²(Office Area)
seats
C$92.82
C$3,522.60
C$2,784.66 +15% C$417.70+10% C$320.24
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
52.86
hrs
C$24.36
C$1,287.55
Steel construction nails, diameter ME.VO mm, length 50-60 mm
0.01
t
C$248,481.34
C$1,490.95
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.09
Machine hours
C$2.39
C$0.21
Personnel: 1 person-hour/machine-hour
0.09
Machine hours
C$12.77
C$1.11
Flatbed trucks, load capacity up to 5 tons
0.12
Machine hours
C$25.94
C$3.11
Personnel: 1 person-hour/machine-hour
0.12
Machine hours
C$14.37
C$1.72
18
NEDX_KAME_KARIPU_KANE
Pontoon painting
60.0
60 m²(Office Area)
m2
C$77.78
C$5,903.27
C$4,666.62 +15% C$699.99+10% C$536.66
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
23.40
hrs
C$22.09
C$516.84
Technical orthophosphoric acid
3.60
kg
C$3.02
C$10.87
Mobile screw compressors with electric motor, pressure up to KA.NE MPa (6 atm), capacity up to TO.SA m3/min
15.60
Machine hours
C$4.26
C$66.51
Tugs, power 221 kW (300 hp)
4.20
Machine hours
C$81.27
C$341.32
Personnel: 3 man-hours/machine-hours
4.20
Machine hours
C$37.09
C$155.78
Non-self-propelled floating cranes, 5 t
17.40
Machine hours
C$139.69
C$2,430.55
Personnel: 5 man-hours/machine-hours
17.40
Machine hours
C$61.82
C$1,075.66
Floating platforms, collapsible, load capacity TO.SA t
3.00
Machine hours
C$19.78
C$59.33
High-pressure painting units for painting structural surfaces, power 1 kW
11.40
Machine hours
C$0.20
C$2.30
Electric high-pressure devices for hydrocleaning surfaces, capacity 17 l/min, pressure 50 MPa
3.60
Machine hours
C$2.07
C$7.46
19
MEKA_KARI_KAPUNE_KATO
Assembly: toilet
1.0
1 set(Office Area)
pcs
C$72.08
C$91.18
C$72.07 +15% C$10.81+10% C$8.29
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average work load RI.DX
2.72
hrs
C$26.34
C$71.65
Flatbed trucks, load capacity up to 5 tons
0.01
Machine hours
C$25.54
C$0.26
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$15.87
C$0.16
▼MEP8 itemsC$82,971.86
#
Code
Description
Qty
Unit
Unit Price
Total
20
MEVO_KADX_KAKAME_KALIm
Distribution device with electric start, nominal passage diameter: 50 mm
1.0
1 set(MEP)
set
C$695.19
C$879.42
C$695.19 +15% C$104.28+10% C$79.95
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
25.00
hrs
C$27.17
C$679.13
Acetylene gas, technical grade
0.07
m3
C$24.70
C$1.73
Technical gaseous oxygen
0.11
m3
C$6.59
C$0.73
Uncoated welding wire SV-08G2S, diameter 2 mm
0.11
kg
C$4.53
C$0.50
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
0.08
kg
C$6.11
C$0.49
Mobile cranes, lifting capacity 16 t
0.09
Machine hours
C$65.89
C$5.93
Personnel: 1 person-hour/machine-hour
0.09
Machine hours
C$19.08
C$1.71
Electric winches with a pulling force of up to SA.LIDX kN (KA.SADX t)
0.17
Machine hours
C$0.41
C$0.07
Flatbed trucks, load capacity up to 5 tons
0.09
Machine hours
C$25.59
C$2.31
Personnel: 1 person-hour/machine-hour
0.09
Machine hours
C$14.20
C$1.28
Welding machines for manual arc welding, welding current up to 350 A
0.93
Machine hours
C$1.42
C$1.32
21
RIKA_KARI_KAMETO_KANE
Installation of exhaust ventilation shaft passage assemblies with a pipe diameter: up to 1250 mm
1.0
1 set(MEP)
pcs
C$557.13
C$704.77
C$557.14 +15% C$83.57+10% C$64.07
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
6.13
hrs
C$24.56
C$150.55
Bolts with nuts and washers for construction
0.65
kg
C$210.06
C$136.43
Rubber gaskets (pressed technical plate)
1.15
kg
C$233.44
C$268.52
MA-0115 oil paint, mummy, iron minium
0.00
kg
C$125.73
C$0.23
Natural drying oil
0.00
kg
C$168.28
C$0.23
Mobile cranes, lifting capacity 16 t
0.01
Machine hours
C$67.87
C$0.48
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$19.71
C$0.13
Electric winches with a pulling force of MEDX.NERI kN (2 t)
0.28
Machine hours
C$0.72
C$0.20
Flatbed trucks, load capacity up to 5 tons
0.01
Machine hours
C$26.36
C$0.24
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$14.67
C$0.13
22
KAVO_KARI_TOVORI_KATOm
Linear LED lighting fixture, uncontrolled: from a car lift
12.0
12 pcs(MEP)
pcs
C$380.36
C$5,773.83
C$4,564.30 +15% C$684.64+10% C$524.89
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 3 worker
83.64
hrs
C$21.54
C$1,801.86
Grade 4 worker
60.24
hrs
C$24.26
C$1,461.68
Single-component silicone-based sealant, neutral
0.12
l
C$30.97
C$3.72
Auto hydraulic lifts, lifting height 12 m
22.32
Machine hours
C$19.64
C$438.45
Personnel: 1 person-hour/machine-hour
22.32
Machine hours
C$12.87
C$287.24
Flatbed trucks, load capacity up to 5 tons
15.84
Machine hours
C$23.20
C$367.51
Personnel: 1 person-hour/machine-hour
15.84
Machine hours
C$12.87
C$203.85
23
KAVO_KATO_SADXME_KAVOm
Plug socket: non-recessed type with exposed wiring
15.0
15 pcs(MEP)
pcs
C$9.68
C$183.61
C$145.15 +15% C$21.77+10% C$16.69
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
5.18
hrs
C$27.75
C$143.87
Electricity
0.32
kWh
C$0.30
C$0.09
Rubberized cotton insulating tape for electrical installation and repair work, black, width 20 mm, thickness KA.TOSA mm
1.38
m
C$0.25
C$0.35
Polypropylene expansion anchors
0.15
100 pcs
C$2.21
C$0.34
Mobile cranes, lifting capacity 16 t
0.00
Machine hours
C$65.51
C$0.30
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$19.20
C$0.08
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$25.44
C$0.07
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$14.29
C$0.05
24
RINE_KAME_KAMEPU_KARIm
Spinning machine, type: PB-114-Sh for 300 spindles, PB-132-Sh for 240 spindles, weight MEKA-MEKA.NE tons
4.0
4 pcs(MEP)
pcs
C$14,316.94
C$72,443.73
C$57,267.77 +15% C$8,590.17+10% C$6,585.79
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
1,908.00
hrs
C$23.18
C$44,226.36
Technical petroleum jelly
6.36
kg
C$11.96
C$76.06
Industrial oil I-20A
14.24
l
C$4.04
C$57.48
Electricity
1,770.00
kWh
C$0.29
C$506.52
Edged softwood timber (spruce, pine), natural moisture content, length RI-NE.SA m, width 100 mm and above, thickness 100 mm and above, grade IV
0.20
m3
C$495.54
C$99.11
Mobile cranes, lifting capacity 16 t
6.68
Machine hours
C$63.48
C$424.07
Personnel: 1 person-hour/machine-hour
6.68
Machine hours
C$18.37
C$122.74
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
138.36
Machine hours
C$65.88
C$9,114.93
Personnel: 1 person-hour/machine-hour
138.36
Machine hours
C$15.72
C$2,175.58
Flatbed trucks, load capacity up to 15 t
6.68
Machine hours
C$53.87
C$359.88
Personnel: 1 person-hour/machine-hour
6.68
Machine hours
C$15.72
C$105.04
25
RIKA_KAME_KATOSA_KAMEm
Automated workstation: the station duty officer ARM-DSP (DNC)
5.0
5 kW(MEP)
set
C$439.40
C$2,779.22
C$2,197.01 +15% C$329.55+10% C$252.66
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
79.00
hrs
C$27.69
C$2,187.13
Eight-channel modular connector (internet socket)
15.00
pcs
C$0.16
C$2.36
Permanent markers, black, line width KA.TO mm
0.10
10 pcs
C$38.38
C$3.84
BM polystyrene marking tags, dimensions 50x25 mm
0.75
100 pcs
C$4.92
C$3.68
26
MEKA_MEKA_KAMEKA_KARIm
Configuration of facility equipment for the hardware and software complex of the notification transmission system for jo
1.0
1 set(MEP)
set
C$89.08
C$112.69
C$89.08 +15% C$13.36+10% C$10.24
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 5 worker
0.46
hrs
C$31.19
C$14.34
Grade 6 worker
2.05
hrs
C$36.46
C$74.74
27
KALI_KASA_KATOSA_MEME
Installation using dry mix mortar: plumbing trays
1.0
1 set(MEP)
pcs
C$74.77
C$94.59
C$74.77 +15% C$11.22+10% C$8.60
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
1.39
hrs
C$23.31
C$32.42
Water
0.02
m3
C$1.69
C$0.03
Dry cement-sand mixtures for installation and masonry, aggregate size no more than TO.SA mm, class B7.5 (M100), F50
0.12
t
C$212.90
C$25.84
Tower cranes, lifting capacity 8 t
0.28
Machine hours
C$38.60
C$10.62
Personnel: 1 person-hour/machine-hour
0.28
Machine hours
C$17.81
C$4.90
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.01
Machine hours
C$63.81
C$0.57
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$15.24
C$0.14
Mobile mortar mixers, drum capacity 150 l
0.02
Machine hours
C$0.22
C$0.01
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$11.78
C$0.24
Cost Summary
Direct Cost
225%
C$1,220,333.87
Overhead
+15%
C$183,050.06
Profit
+10%
C$140,338.39
Grand Total
C$541,681.31
Resource Summary
102 resourcesiAggregated materials, labor, and equipment needed for the entire project
Materials to Order (54)
Resource
Unit
Qty
Unit Price
Cost
Installation of frame elements for prefabricated single-story building
t
12.00
C$7,432.22
C$89,186.68
Galvanized steel friction wedge anchors for crack-free concrete, exter
10 pcs
85.58
C$409.29
C$35,028.36
Stainless steel collet anchors with conical spacer sleeve for conceale
100 pcs
10.27
C$1,970.65
C$20,242.48
Drill bit with diamond tip for drilling holes for collet anchors, dril
pcs
5.09
C$2,356.82
C$11,991.51
Auxiliary metal structures predominantly made of thick-gauge steel or
t
0.43
C$15,474.15
C$6,638.41
Reinforcement of uphill and drainage ditches, culverts: gutters
m
40.00
C$164.33
C$6,573.17
Custom designs made of sheet steel, thickness 3-10 mm
t
0.86
C$6,313.85
C$5,429.91
Edged softwood boards, natural moisture content, length RI-NE.SA m, wi
m3
2.44
C$1,426.04
C$3,482.40
Low-carbon steel knitting wire
t
0.01
C$213,542.00
C$3,203.13
Custom-made steel structures from rolled steel
t
0.40
C$6,926.48
C$2,770.59
U-1 slope fastening unit
pcs
32.00
C$49.30
C$1,577.57
Steel construction nails, diameter ME.VO mm, length 50-60 mm
t
0.01
C$248,491.67
C$1,490.95
RPP-300 roofing felt
m2
277.20
C$4.98
C$1,381.49
Welding electrodes for welding low-alloy and carbon steels ANO-6, E42,
t
0.07
C$14,266.06
C$941.56
Two-component adhesive injection compound based on vinyl ester resin f
l
1.34
C$626.35
C$841.81
Hot-rolled wire in coils, diameter NE.TO-NE.SA mm
t
0.13
C$6,237.20
C$823.31
Electricity
kWh
1,865.03
C$0.39
C$730.63
Spiral drill bits with cylindrical shank made of high-speed steel P6M5
Monte Carlo · 10KiMonte Carlo simulation (10,000 iterations) showing completion probability at different confidence levels
222days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
233days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
244days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+31days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$541,681.31
Budget (P80)
C$570,288.52
Maximum (P95)
C$597,703.76
Contingency
+5.3%
Recommended cost reserve based on schedule risk analysis — C$28,607.21 Recommended Budget: C$570,288.52
Deterministic 202 days
P50 222 days
P80 233 days
P95 244 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 30
7,971 man-hours
15 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$1,880,764.54
P10
C$1,923,764.15
P25
C$1,977,886.19
P50
C$2,048,677.37
P80
C$2,085,017.82
P90
Cumulative Probability (S-Curve)
+3.6%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$70,791.17
Top Risk Drivers
Category
Work Item
Risk Share
Envelope
Installation of building cladding panels up to 25
94.4%
Steel Structure
Installation of frame elements for prefabricated s
3.1%
Envelope
Wall cladding: architectural concrete panels on an
1.4%
MEP
Spinning machine, type: PB-114-Sh for 300 spindles
0.5%
Foundations
Laying floor slabs with an area of: up to 5 m2 wit
0.4%
Openings
Mechanical part for airtight gates or doors, weigh
0.2%
Foundations
Snow removal from construction sites and roads: bu
0.0%
Foundations
Soil excavation using single-bucket electric dragl
0.0%
Sensitivity Analysis
±10%iImpact of ±10% change in each cost component on the total project cost
This tornado chart shows how a ±10% change in each cost category affects the total estimate. The wider the bar, the greater the cost impact — helping identify which cost drivers carry the most risk and where tighter cost control may be needed.
Decrease ← → IncreaseImpact
Labor37% of total
±C$20,074.92±3.7%
Materials36% of total
±C$19,630.52±3.6%
Overhead34% of total
±C$18,305.01±3.4%
Profit26% of total
±C$14,033.84±2.6%
Equipment6% of total
±C$3,115.23±0.6%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$200,749.15
37%
Materials
C$196,305.17
36%
Equipment
C$31,152.26
6%
Direct Cost
C$1,220,333.87
Overhead
C$183,050.06
34%
Profit
C$140,338.39
26%
Grand Total
C$541,681.31
100%
EUR equivalent
€337.917,22
USD equivalent
$389,449.60
GBP equivalent
£294,842.92
Estimate Classification
AACE 18R-97
AACE International Recommended Practice 18R-97
2
ClassClass 2
Typical PurposeCost Control
Expected Accuracy Range:-15% / +20%
Project Definition Level:30–75%
Cost Benchmark
Office · North America
Comparison of estimated cost/m² against market reference ranges
Low 1,800
▲ Typical 2,500
High 3,800
▼ Your Estimate 3,277 EUR/m²
Within typical range · 1.31x ratio to typical
Methodology & Assumptions
iCalculation methodology, data sources, and key assumptions underlying this estimate
Data Source
DDC Pricing DB — English
Confidence Level
50%
Overhead Rate
15%
Profit Rate
10%
Items Matched
27
Assumptions
Costs adjusted by location-specific labor, material, and equipment factors
Exchange rates are offline reference rates and may differ from market rates
All amounts exclude VAT / sales tax
This estimate is for preliminary budgeting only — not a binding quotation
Included in Estimate
All labor, materials, and equipment per defined scope
Overhead and profit margins as specified
Location-adjusted pricing factors applied
Excluded from Estimate
VAT / sales tax
Permits, licenses, and legal fees
Temporary works and site facilities
Design and engineering fees
Prices current as of 2026-03-16 · No cost escalation or inflation adjustment applied
The cost depends on your location, materials chosen, and project scope. Use our calculator with your specific city to get an instant estimate based on 33 verified work items from our database of 55,719 construction prices.
What work items are included in this estimate?
This BOQ includes 33 work items covering Foundations, Steel Structure, Envelope, Openings, Office Area, MEP. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Workshop / Small Factory take?
Duration depends on project size and complexity. A typical 300 m² + 30 m² office project takes approximately 5 weeks. Our calculator generates a detailed Gantt chart with phase-by-phase scheduling.
How accurate is this estimate?
Our estimates use verified construction pricing data with location-specific adjustments (PPP factors). The Monte Carlo simulation provides P10-P90 confidence intervals. For formal budgeting, we recommend a Class 3 AACE estimate with local contractor quotes.
What does a workshop / small factory include?
Cost estimate for building a 500 m² workshop or small factory. Covers industrial foundation, steel portal frame structure, insulated wall and roof cladding, overhead doors, three-phase electrical supply, compressed air system, ventilation, concrete floor with hardener finish, and office area within the facility.