Commercial · C06

Workshop / Small Factory Cost Estimate — 300 m² + 30 m² office

300 m² + 30 m² office 33 work items 6 sections Toronto, 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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Overview

iKey project metrics at a glance — total cost per m², labor and material shares, and estimated duration
Source: Text Query
C$1,805.60
Cost / m²
37.1%
Labor
36.2%
Materials
202 days
Est. Duration

Work Items

27 items iAdjust quantities or remove items, then recalculate. Click item name to jump to details.
Pontoon painting60m2C$5,903.27
Assembly: toilet1pcsC$91.18

Project Context

iInput parameters, location adjustment factors, and detection confidence for this estimate
Source
Office
300 m² · 27 items
SourceText Query
Work Items27 items · 6 Categories
CurrencyC$ CAD
LanguageEnglish
Date05 Apr 2026
Workshop / Small Factory 300 m² + 30 m² office Toronto Canada
Cost / m²
C$1,805.60
300 m²
Est. Duration
7 months
202 days
Overhead
15%
C$183,050.06
Direct Costs
225%
C$1,220,333.87
Location
Toronto, Canada
Americas
×1.07
Estimate Overview
C$541,681.31
C$1,805.60 / m² · 7 months (202 days)
Labor 37% Materials 36% Equipment 6% Overhead 34% Profit 26%
Contingency (P80)
+8%
C$45,501.23
Budget (P80)
C$587,182.54
recommended
Resources
102
54 mat · 12 lab · 36 equ
Overhead + Profit
34% + 26%
C$323,388.45
Pricing Methodology
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
LaborC$669.16
MaterialsC$654.35
EquipmentC$103.84
OverheadC$610.17
ProfitC$467.79
Grand TotalC$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
Total CostC$541,681.31MEP: C$82,971.86 (15.3%)Envelope: C$1,128,583.57 (208.3%)Openings: C$50,643.46 (9.3%)Foundations: C$77,351.16 (14.3%)Office Area: C$10,203.05 (1.9%)Steel Structure: C$193,969.23 (35.8%)MEP15.3%Envelope208.3%Openings9.3%Foundations14.3%Office Area1.9%Steel Structure35.8%
  • 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.
CategoryCostCost / m²Share
MEPC$82,971.86C$276.5715.3%
EnvelopeC$1,128,583.57C$3,761.95208.3%
OpeningsC$50,643.46C$168.819.3%
FoundationsC$77,351.16C$257.8414.3%
Office AreaC$10,203.05C$34.011.9%
Steel StructureC$193,969.23C$646.5635.8%

Top Items

DescriptionTotal
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
Labor 0%
Materials 0%
Equipment 0%
Custom Scenario Total Cost
C$541,681.31

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
EarthworkExcavation, grading, soil compaction, utility trenching8d
Foundation WorkConcrete footings, foundation walls, basement slab, waterproofing49d
Structural FrameworkSteel frame erection, concrete floors, structural connections39d
Roofing SystemRoof deck, membrane, insulation, drainage systems8d
External EnvelopeExterior walls, facade systems, building envelope sealing8d
Windows and External DoorsWindow installation, external door systems, glazing8d
MEP Rough-inElectrical conduits, plumbing rough-in, HVAC ductwork installation8d
Internal Walls FramingInterior partition framing, door frames, wall preparation8d
InsulationThermal and acoustic insulation, vapor barriers8d
Drywall and PlasteringDrywall installation, plastering, wall finishing preparation8d
Ceiling SystemsSuspended ceilings, ceiling tiles, lighting fixtures preparation8d
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
M1 M2 M3 M4 M5 M6 M7 Crew/Float Site Preparation Site Preparation: 8d, Crew 2, Float 0d 2 / - Earthwork Earthwork: 8d, Crew 2, Float 0d 2 / - Foundation Work Foundation Work: 49d, Crew 3, Float 0d 49d 3 / - Structural Framework Structural Framework: 39d, Crew 28, Float 0d 39d 28 / - Roofing System Roofing System: 8d, Crew 2, Float 90d 2 / 90d External Envelope External Envelope: 8d, Crew 2, Float 0d 2 / - Windows and External … Windows and External Doors: 8d, Crew 2, Float 0d 2 / - MEP Rough-in MEP Rough-in: 8d, Crew 2, Float 32d 2 / 32d Internal Walls Framing Internal Walls Framing: 8d, Crew 2, Float 0d 2 / - Insulation Insulation: 8d, Crew 2, Float 0d 2 / - Drywall and Plastering Drywall and Plastering: 8d, Crew 2, Float 0d 2 / - Ceiling Systems Ceiling Systems: 8d, Crew 2, Float 0d 2 / - MEP Finish Work MEP Finish Work: 18d, Crew 2, Float 0d 18d 2 / - Interior Doors Interior Doors: 8d, Crew 2, Float 18d 2 / 18d Flooring Installation Flooring Installation: 8d, Crew 2, Float 0d 2 / - Painting and Final Fi… Painting and Final Finishes: 8d, Crew 2, Float 0d 2 / - Final Systems and Tes… Final Systems and Testing: 8d, Crew 2, Float 0d 2 / - Landscaping and Site … Landscaping and Site Work: 68d, Crew 3, Float 14d 68d 3 / 14d Final Inspection and … Final Inspection and Handover: 8d, Crew 2, Float 0d 2 / - Workers 542K 50% (84d)
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
MonthdaysMonthly Cost%Cumulative%
M11–30C$25,944.504.8%C$25,944.505%
M231–60C$36,790.626.8%C$62,735.1212%
M361–90C$271,186.0050.1%C$333,921.1262%
M491–120C$154,386.6928.5%C$488,307.8190%
M5121–150C$22,038.534.1%C$510,346.3594%
M6151–180C$31,334.965.8%C$541,681.31100%

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
WeekdaysWeekly Cost%Cumulative%
W1D1–D7C$7,678.601.4%C$7,678.601%
W2D8–D14C$1,096.940.2%C$8,775.542%
W3D15–D21C$6,131.771.1%C$14,907.313%
W4D22–D28C$8,584.481.6%C$23,491.794%
W5D29–D35C$8,584.481.6%C$32,076.276%
W6D36–D42C$8,584.481.6%C$40,660.758%
W7D43–D49C$8,584.481.6%C$49,245.229%
W8D50–D56C$8,584.481.6%C$57,829.7011%
W9D57–D63C$8,584.481.6%C$66,414.1812%
W10D64–D70C$55,463.5510.2%C$121,877.7422%
W11D71–D77C$74,215.1813.7%C$196,092.9236%
W12D78–D84C$74,215.1813.7%C$270,308.1150%
W13D85–D91C$74,215.1813.7%C$344,523.2964%
W14D92–D98C$74,215.1813.7%C$418,738.4777%
W15D99–D105C$63,622.9411.7%C$482,361.4189%
W16D106–D112C$69.460.0%C$482,430.8789%
W17D113–D119C$5,142.320.9%C$487,573.1990%
W18D120–D126C$5,142.320.9%C$492,715.5291%
W19D127–D133C$5,142.320.9%C$497,857.8492%
W20D134–D140C$5,142.320.9%C$503,000.1793%
W21D141–D147C$5,142.320.9%C$508,142.4994%
W22D148–D154C$5,783.861.1%C$513,926.3595%
W23D155–D161C$7,387.701.4%C$521,314.0696%
W24D162–D168C$7,387.701.4%C$528,701.7698%
W25D169–D175C$7,985.491.5%C$536,687.2599%
W26D176–D180C$4,994.060.9%C$541,681.31100%

Line Items

27 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
Foundations 6 items C$68,478.19
#CodeDescriptionQtyUnitUnit PriceTotal
1KAME_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)
m3C$0.04C$17.87
C$14.13 +15% C$2.12 +10% C$1.62
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Bulldozers, power 79 kW (108 hp)0.27Machine hoursC$37.95C$10.32
Personnel: 1 person-hour/machine-hour0.27Machine hoursC$13.00C$3.81
2KAME_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)
m3C$16.39C$2,073.36
C$1,639.02 +15% C$245.85 +10% C$188.49
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 10.32hrsC$43.91C$14.01
Bulldozers, power 79 kW (108 hp)0.33Machine hoursC$50.14C$16.65
Personnel: 1 person-hour/machine-hour0.33Machine hoursC$32.02C$10.64
Single-bucket electric walking excavators with dragline working equipment, bucket capacity 15 m30.33Machine hoursC$4,692.47C$1,557.90
Personnel: 3 man-hours/machine-hours0.33Machine hoursC$119.95C$39.82
3TOPU_KARI_KARINE_KAPU
Installation of wooden supports in marshy ground: corner with two supports and beams
8.0
8 m³(Foundations)
pcsC$1,106.86C$11,201.40
C$8,854.86 +15% C$1,328.23 +10% C$1,018.31
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 1154.40hrsC$39.25C$6,059.54
Bolts with nuts and washers for construction89.60kgC$4.98C$445.79
Colored cotton rags0.08kgC$2.17C$0.17
Dead ends0.08100 pcsC$8.73C$0.70
U-1 slope fastening unit32.00pcsC$49.30C$1,577.57
Bulldozers, power 59 kW (80 hp)7.20Machine hoursC$80.10C$576.73
Personnel: 1 person-hour/machine-hour7.20Machine hoursC$26.30C$189.35
Manual and lever winches with a pulling force of up to DX.VOME kN (1 t)38.56Machine hoursC$0.13C$5.01
4RIDX_KARI_KAPUNE_KASAReinforcement of monolithic reinforced concrete columns1.5
1500 kg(Foundations)
tC$3,327.26C$6,313.48
C$4,990.89 +15% C$748.63 +10% C$573.95
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 153.51hrsC$26.32C$1,408.39
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm0.90kgC$372.32C$334.94
Low-carbon steel knitting wire0.01tC$213,557.36C$3,203.13
Mobile cranes, lifting capacity 16 t0.21Machine hoursC$66.71C$14.01
Personnel: 1 person-hour/machine-hour0.21Machine hoursC$19.20C$4.03
Flatbed trucks, load capacity up to 10 tons0.28Machine hoursC$37.19C$10.60
Personnel: 1 person-hour/machine-hour0.28Machine hoursC$14.29C$4.07
Welding machines for manual arc welding, welding current up to 350 A0.04Machine hoursC$1.44C$0.07
Crank-type guillotine sheet metal shears1.17Machine hoursC$8.77C$10.26
Rebar bending machines1.16Machine hoursC$1.22C$1.40
5KALI_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)
pcsC$115.92C$48,389.83
C$38,252.83 +15% C$5,737.92 +10% C$4,399.08
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 1504.90hrsC$25.65C$12,952.60
Welding electrodes for welding low-alloy and carbon steels ANO-6, E42, diameter 6 mm0.07tC$14,265.00C$941.56
Auxiliary metal structures predominantly made of thick-gauge steel or rolled sections, with or without holes0.43tC$15,474.14C$6,638.41
Hot-rolled wire in coils, diameter NE.TO-NE.SA mm0.13tC$6,237.25C$823.31
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 30-40 mm, grade IV2.44m3C$1,426.04C$3,482.40
RPP-300 roofing felt277.20m2C$4.98C$1,381.49
Crawler cranes, lifting capacity 25 t82.60Machine hoursC$112.62C$9,302.61
Personnel: 1 person-hour/machine-hour82.60Machine hoursC$19.37C$1,599.72
Flatbed trucks, load capacity up to 5 tons24.85Machine hoursC$29.91C$743.36
Personnel: 1 person-hour/machine-hour24.85Machine hoursC$14.41C$358.19
Welding machines for manual arc welding, welding current up to 350 A17.56Machine hoursC$1.66C$29.19
6SAVO_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)
mC$4.77C$482.25
C$381.23 +15% C$57.18 +10% C$43.84
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 110.64hrsC$25.98C$276.44
Resin-impregnated tow17.60kgC$5.59C$98.42
Ready-mixed masonry mortar, cement, M750.03m3C$198.96C$6.37
Steel Structure 2 items C$193,969.23
#CodeDescriptionQtyUnitUnit PriceTotal
7KADX_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)
tC$12,598.93C$191,251.68
C$151,187.10 +15% C$22,678.07 +10% C$17,386.52
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 12,381.28hrsC$25.18C$59,959.73
Mobile cranes, lifting capacity 16 t23.28Machine hoursC$66.18C$1,540.76
Personnel: 1 person-hour/machine-hour23.28Machine hoursC$19.01C$442.54
Flatbed trucks, load capacity up to 5 tons1.44Machine hoursC$25.70C$37.02
Personnel: 1 person-hour/machine-hour1.44Machine hoursC$14.15C$20.37
Installation of frame elements for prefabricated single-story buildings made of 12.00tC$7,432.22C$89,186.68
8TOVO_KAME_KAKARI_KARIm
Monorails, beams, and other similar structures of industrial buildings, assembly using: bridge crane
3.0
3 t(Steel Structure)
tC$716.09C$2,717.55
C$2,148.26 +15% C$322.24 +10% C$247.05
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 169.00hrsC$26.05C$1,797.27
Technical gaseous oxygen1.80m3C$6.42C$11.56
Propane-butane technical mixture0.60kgC$2.81C$1.69
Electricity1.11kWhC$0.29C$0.32
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm9.60kgC$5.95C$57.11
Electric bridge cranes, lifting capacity 10 t1.29Machine hoursC$14.01C$18.07
Personnel: 1 person-hour/machine-hour1.29Machine hoursC$13.81C$17.82
Mobile cranes, lifting capacity 16 t1.50Machine hoursC$64.13C$96.19
Personnel: 1 person-hour/machine-hour1.50Machine hoursC$18.56C$27.84
Trucks, load capacity up to 8 tons1.50Machine hoursC$35.21C$52.81
Personnel: 1 person-hour/machine-hour1.50Machine hoursC$13.81C$20.72
Gas welding and cutting equipment3.60Machine hoursC$0.21C$0.77
Welding machines for manual arc welding, welding current up to 350 A20.73Machine hoursC$1.38C$28.71
Drilling machines14.10Machine hoursC$1.23C$17.38
Envelope 3 items C$135,415.52
#CodeDescriptionQtyUnitUnit PriceTotal
9RIDX_KARI_KALIRI_KARI
Wall cladding: architectural concrete panels on an aluminum alloy suspension system
240.0
240 m²(Envelope)
m2C$402.09C$122,074.59
C$96,501.65 +15% C$14,475.25 +10% C$11,097.69
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
2nd grade worker204.70hrsC$23.80C$4,871.37
Grade 3 worker31.82hrsC$25.99C$826.99
Grade 4 worker694.73hrsC$29.27C$20,333.92
Electricity91.13kWhC$2.45C$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 mm10.27100 pcsC$1,970.64C$20,242.48
Galvanized steel friction wedge anchors for crack-free concrete, external thread M10, length 98 mm85.5810 pcsC$409.29C$35,028.36
Flat cutting disc, dimensions 125x2.5x22 mm26.02pcsC$9.30C$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 mm5.09pcsC$2,356.82C$11,991.51
Drill bit with carbide tip, SDS-plus shank for hammer drilling holes in hard materials, total length 160 mm, diameter 10 mm0.86pcsC$28.66C$24.74
Spiral drill bits with cylindrical shank made of high-speed steel P6M5, accuracy class A1, length 86 mm, diameter 5 mm0.26100 pcsC$2,647.32C$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 °C1.34lC$626.32C$841.81
Mobile cranes, lifting capacity 16 t8.88Machine hoursC$72.74C$645.96
Personnel: 1 person-hour/machine-hour8.88Machine hoursC$20.86C$185.22
General-purpose electric hoists, load capacity KA.SA t80.28Machine hoursC$0.33C$26.33
Flatbed trucks, load capacity up to 10 tons4.70Machine hoursC$40.56C$190.78
Personnel: 1 person-hour/machine-hour4.70Machine hoursC$15.52C$73.03
Mobile piston compressors with electric motor, pressure up to KA.NE MPa (6 atm), capacity up to KA.VOTO m3/min21.36Machine hoursC$0.76C$16.22
Machines for drilling blind holes for anchors, power ME.PU kW21.36Machine hoursC$1.81C$38.70
10SAVO_KAME_KATONE_KAME
Roof ridge flashings made of galvanized steel, thickness 1 mm
1.0
1 set(Envelope)
pcsC$62.75C$79.38
C$62.75 +15% C$9.41 +10% C$7.22
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 12.43hrsC$24.77C$60.18
Roof ridge flashings made of galvanized steel, thickness 1 mm1.00pcsC$2.54C$2.54
Roof ridge flashings made of galvanized steel, thickness 1 mm1.00pcsC$0.03C$0.03
11KAME_KARI_KAPUVO_KAME
Reinforcement of uphill and drainage ditches, culverts: gutters
40.0
40 m(Envelope)
mC$262.09C$13,261.55
C$10,483.44 +15% C$1,572.52 +10% C$1,205.60
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Average workload TO.KA87.60hrsC$20.36C$1,783.73
Crawler cranes, lifting capacity 25 t18.80Machine hoursC$96.77C$1,819.28
Personnel: 1 person-hour/machine-hour18.80Machine hoursC$16.34C$307.26
Reinforcement of uphill and drainage ditches, culverts: gutters40.00mC$164.33C$6,573.17
Openings 3 items C$50,643.46
#CodeDescriptionQtyUnitUnit PriceTotal
12KATO_KATO_KAKAPU_KAVOm
Roller conveyor, roller diameter: 155 mm, roller length 300-500 mm
1.0
1 pcs(Openings)
pcsC$58.62C$74.15
C$58.62 +15% C$8.79 +10% C$6.74
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 12.10hrsC$25.89C$54.37
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t0.05Machine hoursC$68.89C$3.44
Personnel: 1 person-hour/machine-hour0.05Machine hoursC$16.16C$0.81
13RIME_KAME_KATOME_METOm
Mechanical part for airtight gates or doors, weight 10 t, method of work: underground
2.0
2 pcs(Openings)
setC$19,744.67C$49,954.01
C$39,489.34 +15% C$5,923.40 +10% C$4,541.27
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 11,088.00hrsC$26.78C$29,136.30
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14), length 16-160 mm0.10tC$5,240.42C$524.04
Hexagonal steel nuts, thread diameter M8 (M10)0.04tC$6,050.47C$242.01
TMKSh technical rubber plates, thickness 2-40 mm19.04kgC$4.27C$81.31
Custom designs made of sheet steel, thickness 3-10 mm0.86tC$6,313.86C$5,429.91
Custom-made steel structures from rolled steel0.40tC$6,926.47C$2,770.59
MA-22 oil paint, lithopone white26.00kgC$4.00C$104.12
Natural drying oil47.00kgC$6.87C$322.75
BM20 straight spigot8.00pcsC$5.85C$46.80
Mobile cranes, lifting capacity 16 t6.06Machine hoursC$65.93C$399.55
Personnel: 1 person-hour/machine-hour6.06Machine hoursC$19.08C$115.64
Hydraulic jacks, lifting capacity 63-100 t9.00Machine hoursC$0.11C$0.99
Electric winches with a pulling force of up to SA.LIDX kN (KA.SADX t)0.54Machine hoursC$0.41C$0.22
Electric winches with a pulling force of up to PUDX.KASA kN (5 t)14.84Machine hoursC$1.42C$21.12
General-purpose electric hoists, load capacity TO.RI t37.20Machine hoursC$0.55C$20.37
Flatbed trucks, load capacity up to 15 t3.70Machine hoursC$55.95C$207.03
Personnel: 1 person-hour/machine-hour3.70Machine hoursC$16.33C$60.42
Welding machines for manual arc welding, welding current up to 350 A4.32Machine hoursC$1.42C$6.15
14NENE_KAME_KAMELI_RIVO
Dismantling of pipelines in accessible channels through inspection windows with pipe diameters: up to 1000 mm
6.0
6 m²(Openings)
mC$81.07C$615.30
C$486.40 +15% C$72.96 +10% C$55.94
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Average work load RI.DX17.76hrsC$22.98C$408.19
Technical gaseous oxygen2.25m3C$6.44C$14.49
Propane-butane technical mixture0.55kgC$2.82C$1.54
Mobile cranes, lifting capacity 16 t0.74Machine hoursC$64.29C$47.40
Personnel: 1 person-hour/machine-hour0.74Machine hoursC$18.61C$13.72
Flatbed trucks, load capacity up to 5 tons0.02Machine hoursC$24.97C$0.60
Personnel: 1 person-hour/machine-hour0.02Machine hoursC$13.85C$0.34
Gas welding and cutting equipment0.55Machine hoursC$0.21C$0.12
Office Area 5 items C$10,203.05
#CodeDescriptionQtyUnitUnit PriceTotal
15NEDX_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)
mC$7.50C$284.56
C$224.96 +15% C$33.74 +10% C$25.87
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Grade 1 worker0.02hrsC$22.57C$0.47
2nd grade worker0.03hrsC$24.60C$0.81
Grade 3 worker1.40hrsC$26.86C$37.63
Grade 4 worker5.93hrsC$30.25C$179.43
Electricity1.06kWhC$0.08C$0.09
Resin-impregnated tow3.03kgC$1.58C$4.78
G-3 construction gypsum0.00tC$75.30C$0.23
Ready-mixed masonry mortar, cement, M1000.02m3C$58.81C$1.41
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m0.01Machine hoursC$2.54C$0.02
Personnel: 1 person-hour/machine-hour0.01Machine hoursC$14.26C$0.08
16NEDX_KAME_KATODX_KARI
Repair of joints between reinforced concrete ceiling slabs with rustication
30.0
30 m²(Office Area)
mC$10.58C$401.44
C$317.34 +15% C$47.60 +10% C$36.49
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 19.70hrsC$31.54C$306.02
Electricity1.40kWhC$0.06C$0.08
Hemp rope, twisted, impregnated, diameter 26 mm0.00tC$2,896.69C$8.69
G-3 construction gypsum0.00tC$49.75C$0.15
Ready-mixed masonry mortar, cement, M1000.04m3C$38.85C$1.63
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m0.04Machine hoursC$2.77C$0.12
Personnel: 1 person-hour/machine-hour0.04Machine hoursC$15.39C$0.65
17SALI_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)
seatsC$92.82C$3,522.60
C$2,784.66 +15% C$417.70 +10% C$320.24
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 152.86hrsC$24.36C$1,287.55
Steel construction nails, diameter ME.VO mm, length 50-60 mm0.01tC$248,481.34C$1,490.95
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m0.09Machine hoursC$2.39C$0.21
Personnel: 1 person-hour/machine-hour0.09Machine hoursC$12.77C$1.11
Flatbed trucks, load capacity up to 5 tons0.12Machine hoursC$25.94C$3.11
Personnel: 1 person-hour/machine-hour0.12Machine hoursC$14.37C$1.72
18NEDX_KAME_KARIPU_KANEPontoon painting60.0
60 m²(Office Area)
m2C$77.78C$5,903.27
C$4,666.62 +15% C$699.99 +10% C$536.66
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 123.40hrsC$22.09C$516.84
Technical orthophosphoric acid3.60kgC$3.02C$10.87
Mobile screw compressors with electric motor, pressure up to KA.NE MPa (6 atm), capacity up to TO.SA m3/min15.60Machine hoursC$4.26C$66.51
Tugs, power 221 kW (300 hp)4.20Machine hoursC$81.27C$341.32
Personnel: 3 man-hours/machine-hours4.20Machine hoursC$37.09C$155.78
Non-self-propelled floating cranes, 5 t17.40Machine hoursC$139.69C$2,430.55
Personnel: 5 man-hours/machine-hours17.40Machine hoursC$61.82C$1,075.66
Floating platforms, collapsible, load capacity TO.SA t3.00Machine hoursC$19.78C$59.33
High-pressure painting units for painting structural surfaces, power 1 kW11.40Machine hoursC$0.20C$2.30
Electric high-pressure devices for hydrocleaning surfaces, capacity 17 l/min, pressure 50 MPa3.60Machine hoursC$2.07C$7.46
19MEKA_KARI_KAPUNE_KATOAssembly: toilet1.0
1 set(Office Area)
pcsC$72.08C$91.18
C$72.07 +15% C$10.81 +10% C$8.29
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Average work load RI.DX2.72hrsC$26.34C$71.65
Flatbed trucks, load capacity up to 5 tons0.01Machine hoursC$25.54C$0.26
Personnel: 1 person-hour/machine-hour0.01Machine hoursC$15.87C$0.16
MEP 8 items C$82,971.86
#CodeDescriptionQtyUnitUnit PriceTotal
20MEVO_KADX_KAKAME_KALIm
Distribution device with electric start, nominal passage diameter: 50 mm
1.0
1 set(MEP)
setC$695.19C$879.42
C$695.19 +15% C$104.28 +10% C$79.95
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 125.00hrsC$27.17C$679.13
Acetylene gas, technical grade0.07m3C$24.70C$1.73
Technical gaseous oxygen0.11m3C$6.59C$0.73
Uncoated welding wire SV-08G2S, diameter 2 mm0.11kgC$4.53C$0.50
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm0.08kgC$6.11C$0.49
Mobile cranes, lifting capacity 16 t0.09Machine hoursC$65.89C$5.93
Personnel: 1 person-hour/machine-hour0.09Machine hoursC$19.08C$1.71
Electric winches with a pulling force of up to SA.LIDX kN (KA.SADX t)0.17Machine hoursC$0.41C$0.07
Flatbed trucks, load capacity up to 5 tons0.09Machine hoursC$25.59C$2.31
Personnel: 1 person-hour/machine-hour0.09Machine hoursC$14.20C$1.28
Welding machines for manual arc welding, welding current up to 350 A0.93Machine hoursC$1.42C$1.32
21RIKA_KARI_KAMETO_KANE
Installation of exhaust ventilation shaft passage assemblies with a pipe diameter: up to 1250 mm
1.0
1 set(MEP)
pcsC$557.13C$704.77
C$557.14 +15% C$83.57 +10% C$64.07
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Average workload TO.KA6.13hrsC$24.56C$150.55
Bolts with nuts and washers for construction0.65kgC$210.06C$136.43
Rubber gaskets (pressed technical plate)1.15kgC$233.44C$268.52
MA-0115 oil paint, mummy, iron minium0.00kgC$125.73C$0.23
Natural drying oil0.00kgC$168.28C$0.23
Mobile cranes, lifting capacity 16 t0.01Machine hoursC$67.87C$0.48
Personnel: 1 person-hour/machine-hour0.01Machine hoursC$19.71C$0.13
Electric winches with a pulling force of MEDX.NERI kN (2 t)0.28Machine hoursC$0.72C$0.20
Flatbed trucks, load capacity up to 5 tons0.01Machine hoursC$26.36C$0.24
Personnel: 1 person-hour/machine-hour0.01Machine hoursC$14.67C$0.13
22KAVO_KARI_TOVORI_KATOmLinear LED lighting fixture, uncontrolled: from a car lift12.0
12 pcs(MEP)
pcsC$380.36C$5,773.83
C$4,564.30 +15% C$684.64 +10% C$524.89
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Grade 3 worker83.64hrsC$21.54C$1,801.86
Grade 4 worker60.24hrsC$24.26C$1,461.68
Single-component silicone-based sealant, neutral0.12lC$30.97C$3.72
Auto hydraulic lifts, lifting height 12 m22.32Machine hoursC$19.64C$438.45
Personnel: 1 person-hour/machine-hour22.32Machine hoursC$12.87C$287.24
Flatbed trucks, load capacity up to 5 tons15.84Machine hoursC$23.20C$367.51
Personnel: 1 person-hour/machine-hour15.84Machine hoursC$12.87C$203.85
23KAVO_KATO_SADXME_KAVOmPlug socket: non-recessed type with exposed wiring15.0
15 pcs(MEP)
pcsC$9.68C$183.61
C$145.15 +15% C$21.77 +10% C$16.69
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 15.18hrsC$27.75C$143.87
Electricity0.32kWhC$0.30C$0.09
Rubberized cotton insulating tape for electrical installation and repair work, black, width 20 mm, thickness KA.TOSA mm1.38mC$0.25C$0.35
Polypropylene expansion anchors0.15100 pcsC$2.21C$0.34
Mobile cranes, lifting capacity 16 t0.00Machine hoursC$65.51C$0.30
Personnel: 1 person-hour/machine-hour0.00Machine hoursC$19.20C$0.08
Flatbed trucks, load capacity up to 5 tons0.00Machine hoursC$25.44C$0.07
Personnel: 1 person-hour/machine-hour0.00Machine hoursC$14.29C$0.05
24RINE_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)
pcsC$14,316.94C$72,443.73
C$57,267.77 +15% C$8,590.17 +10% C$6,585.79
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 11,908.00hrsC$23.18C$44,226.36
Technical petroleum jelly6.36kgC$11.96C$76.06
Industrial oil I-20A14.24lC$4.04C$57.48
Electricity1,770.00kWhC$0.29C$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 IV0.20m3C$495.54C$99.11
Mobile cranes, lifting capacity 16 t6.68Machine hoursC$63.48C$424.07
Personnel: 1 person-hour/machine-hour6.68Machine hoursC$18.37C$122.74
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t138.36Machine hoursC$65.88C$9,114.93
Personnel: 1 person-hour/machine-hour138.36Machine hoursC$15.72C$2,175.58
Flatbed trucks, load capacity up to 15 t6.68Machine hoursC$53.87C$359.88
Personnel: 1 person-hour/machine-hour6.68Machine hoursC$15.72C$105.04
25RIKA_KAME_KATOSA_KAMEm
Automated workstation: the station duty officer ARM-DSP (DNC)
5.0
5 kW(MEP)
setC$439.40C$2,779.22
C$2,197.01 +15% C$329.55 +10% C$252.66
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 179.00hrsC$27.69C$2,187.13
Eight-channel modular connector (internet socket)15.00pcsC$0.16C$2.36
Permanent markers, black, line width KA.TO mm0.1010 pcsC$38.38C$3.84
BM polystyrene marking tags, dimensions 50x25 mm0.75100 pcsC$4.92C$3.68
26MEKA_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)
setC$89.08C$112.69
C$89.08 +15% C$13.36 +10% C$10.24
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Grade 5 worker0.46hrsC$31.19C$14.34
Grade 6 worker2.05hrsC$36.46C$74.74
27KALI_KASA_KATOSA_MEMEInstallation using dry mix mortar: plumbing trays1.0
1 set(MEP)
pcsC$74.77C$94.59
C$74.77 +15% C$11.22 +10% C$8.60
Labor Materials Equipment
TypeResourceQtyUnitUnit PriceCost
Worker Category 11.39hrsC$23.31C$32.42
Water0.02m3C$1.69C$0.03
Dry cement-sand mixtures for installation and masonry, aggregate size no more than TO.SA mm, class B7.5 (M100), F500.12tC$212.90C$25.84
Tower cranes, lifting capacity 8 t0.28Machine hoursC$38.60C$10.62
Personnel: 1 person-hour/machine-hour0.28Machine hoursC$17.81C$4.90
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t0.01Machine hoursC$63.81C$0.57
Personnel: 1 person-hour/machine-hour0.01Machine hoursC$15.24C$0.14
Mobile mortar mixers, drum capacity 150 l0.02Machine hoursC$0.22C$0.01
Personnel: 1 person-hour/machine-hour0.02Machine hoursC$11.78C$0.24
Cost Summary
Direct Cost225%C$1,220,333.87
Overhead+15%C$183,050.06
Profit+10%C$140,338.39
Grand TotalC$541,681.31

Resource Summary

102 resourcesiAggregated materials, labor, and equipment needed for the entire project
Materials to Order (54)
ResourceUnitQtyUnit PriceCost
Installation of frame elements for prefabricated single-story buildingt12.00C$7,432.22C$89,186.68
Galvanized steel friction wedge anchors for crack-free concrete, exter10 pcs85.58C$409.29C$35,028.36
Stainless steel collet anchors with conical spacer sleeve for conceale100 pcs10.27C$1,970.65C$20,242.48
Drill bit with diamond tip for drilling holes for collet anchors, drilpcs5.09C$2,356.82C$11,991.51
Auxiliary metal structures predominantly made of thick-gauge steel or t0.43C$15,474.15C$6,638.41
Reinforcement of uphill and drainage ditches, culverts: guttersm40.00C$164.33C$6,573.17
Custom designs made of sheet steel, thickness 3-10 mmt0.86C$6,313.85C$5,429.91
Edged softwood boards, natural moisture content, length RI-NE.SA m, wim32.44C$1,426.04C$3,482.40
Low-carbon steel knitting wiret0.01C$213,542.00C$3,203.13
Custom-made steel structures from rolled steelt0.40C$6,926.48C$2,770.59
U-1 slope fastening unitpcs32.00C$49.30C$1,577.57
Steel construction nails, diameter ME.VO mm, length 50-60 mmt0.01C$248,491.67C$1,490.95
RPP-300 roofing feltm2277.20C$4.98C$1,381.49
Welding electrodes for welding low-alloy and carbon steels ANO-6, E42,t0.07C$14,266.06C$941.56
Two-component adhesive injection compound based on vinyl ester resin fl1.34C$626.35C$841.81
Hot-rolled wire in coils, diameter NE.TO-NE.SA mmt0.13C$6,237.20C$823.31
ElectricitykWh1,865.03C$0.39C$730.63
Spiral drill bits with cylindrical shank made of high-speed steel P6M5100 pcs0.26C$2,647.27C$698.88
Bolts with nuts and washers for constructionkg90.25C$6.45C$582.22
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14), t0.10C$5,240.40C$524.04
Welding electrodes for welding low-alloy and carbon steels UONI 13/45,kg10.58C$37.10C$392.54
Natural drying oilkg47.00C$6.87C$322.98
Rubber gaskets (pressed technical plate)kg1.15C$233.50C$268.52
Hexagonal steel nuts, thread diameter M8 (M10)t0.04C$6,050.25C$242.01
Flat cutting disc, dimensions 125x2.5x22 mmpcs26.02C$9.29C$241.82
MA-22 oil paint, lithopone whitekg26.00C$4.00C$104.12
Resin-impregnated towkg20.63C$5.00C$103.20
Edged softwood timber (spruce, pine), natural moisture content, lengthm30.20C$495.55C$99.11
TMKSh technical rubber plates, thickness 2-40 mmkg19.04C$4.27C$81.31
Technical petroleum jellykg6.36C$11.96C$76.06
Grand TotalC$196,305.18
Labor Requirements (12)
ResourceUnitQtyUnit PriceCost
Worker Category 1hrs6,371.11C$25.29C$161,098.15
Grade 4 workerhrs760.90C$28.88C$21,975.03
Personnel: 1 person-hour/machine-hourMachine hours378.37C$16.82C$6,362.37
2nd grade workerhrs204.73C$23.80C$4,872.18
Grade 3 workerhrs116.86C$22.82C$2,666.48
Average workload TO.KAhrs93.73C$20.64C$1,934.28
Personnel: 5 man-hours/machine-hoursMachine hours17.40C$61.82C$1,075.66
Average work load RI.DXhrs20.48C$23.43C$479.84
Personnel: 3 man-hours/machine-hoursMachine hours4.53C$43.16C$195.60
Grade 6 workerhrs2.05C$36.46C$74.74
Grade 5 workerhrs0.46C$31.17C$14.34
Grade 1 workerhrs0.02C$22.38C$0.47
Grand TotalC$200,749.14
Equipment Requirements (36)
ResourceUnitQtyUnit PriceCost
Crawler cranes, lifting capacity 25 tMachine hours101.40C$109.68C$11,121.89
Universal front-end pneumatic wheeled single-bucket loaders, nominal cMachine hours138.42C$65.88C$9,118.94
Mobile cranes, lifting capacity 16 tMachine hours47.45C$66.91C$3,174.65
Non-self-propelled floating cranes, 5 tMachine hours17.40C$139.69C$2,430.55
Single-bucket electric walking excavators with dragline working equipmMachine hours0.33C$4,692.47C$1,557.90
Flatbed trucks, load capacity up to 5 tonsMachine hours42.38C$27.24C$1,154.48
Bulldozers, power 59 kW (80 hp)Machine hours7.20C$80.10C$576.73
Flatbed trucks, load capacity up to 15 tMachine hours10.38C$54.62C$566.91
Auto hydraulic lifts, lifting height 12 mMachine hours22.32C$19.64C$438.45
Tugs, power 221 kW (300 hp)Machine hours4.20C$81.27C$341.32
Flatbed trucks, load capacity up to 10 tonsMachine hours4.99C$40.36C$201.38
Mobile screw compressors with electric motor, pressure up to KA.NE MPaMachine hours15.60C$4.26C$66.51
Welding machines for manual arc welding, welding current up to 350 AMachine hours43.58C$1.50C$65.44
Floating platforms, collapsible, load capacity TO.SA tMachine hours3.00C$19.78C$59.33
Trucks, load capacity up to 8 tonsMachine hours1.50C$35.21C$52.81
Machines for drilling blind holes for anchors, power ME.PU kWMachine hours21.36C$1.81C$38.70
Bulldozers, power 79 kW (108 hp)Machine hours0.60C$44.65C$26.97
General-purpose electric hoists, load capacity KA.SA tMachine hours80.28C$0.33C$26.33
Electric winches with a pulling force of up to PUDX.KASA kN (5 t)Machine hours14.84C$1.42C$21.12
General-purpose electric hoists, load capacity TO.RI tMachine hours37.20C$0.55C$20.37
Grand TotalC$31,152.26

Material Alternatives

iAlternative materials with approximate price difference. Percentages show material cost change relative to the current specification.
Wall cladding: architectural concrete panels on an alumC$69,293.14
High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%
Reinforcement of uphill and drainage ditches, culverts:C$6,573.17
Galvanized rebar+35%Fiber reinforcement-15%Stainless steel rebar+110%
Reinforcement of monolithic reinforced concrete columnsC$3,538.07
High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%
Repair of piece parquet flooring: on nails with an areaC$1,490.95
Vinyl/LVT-35%Natural stone+100%Polished concrete-30%
Installation of exhaust ventilation shaft passage assemC$405.40
Copper pipe+120%PEX pipe-15%Stainless steel+200%
Dismantling of pipelines in accessible channels throughC$16.03
Triple-glazed PVC+35%Aluminum frame+25%Timber frame+45%

Risk Analysis

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

CategoryWork ItemRisk Share
EnvelopeInstallation of building cladding panels up to 25
94.4%
Steel StructureInstallation of frame elements for prefabricated s
3.1%
EnvelopeWall cladding: architectural concrete panels on an
1.4%
MEPSpinning machine, type: PB-114-Sh for 300 spindles
0.5%
FoundationsLaying floor slabs with an area of: up to 5 m2 wit
0.4%
OpeningsMechanical part for airtight gates or doors, weigh
0.2%
FoundationsSnow removal from construction sites and roads: bu
0.0%
FoundationsSoil 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
LaborC$200,749.1537%
MaterialsC$196,305.1736%
EquipmentC$31,152.266%
Direct CostC$1,220,333.87
OverheadC$183,050.0634%
ProfitC$140,338.3926%
Grand TotalC$541,681.31100%
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 SourceDDC Pricing DB — English
Confidence Level50%
Overhead Rate15%
Profit Rate10%
Items Matched27
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

Frequently Asked Questions

How much does Workshop / Small Factory cost?
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.

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