Complete roof replacement estimate for 150 m² of roof area. Covers removal of existing roofing material, inspection and repair of roof deck/sheathing, installation of underlayment and ice-water shield, new asphalt shingles or metal roofing, ridge vents, flashing at penetrations, fascia and soffit repair, and gutter replacement.
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$134,682.98Direct Cost
Labor (32%)C$54,628.43
Materials (29%)C$49,586.88
Equipment (18%)C$30,467.67
Overhead (12%)C$20,202.47
Profit (9%)C$15,488.54
Cost / m²
Labor
C$455.24
Materials
C$413.22
Equipment
C$253.90
Overhead
C$168.35
Profit
C$129.07
Grand Total
C$1,419.78
Materials / Labor
0.91
Direct Cost %
79.1%
18 work items across 17 categories, 77 resources
Cost Flow
17iVisual flow of the total budget through work categories, showing proportional cost distribution
Building type not detected; using 'office' template. Use --type to specify.
Categories
17iCost distribution by work category — earthwork, structure, facade, MEP, finishes, etc.
Category
Cost
Cost / m²
Share
HVAC
C$8,796.70
C$73.31
5.2%
Doors
C$2,204.78
C$18.37
1.3%
Facade
C$55,674.81
C$463.96
32.7%
Ceiling
C$12,052.06
C$100.43
7.1%
Roofing
C$737.86
C$6.15
0.4%
Windows
C$7,345.29
C$61.21
4.3%
Flooring
C$15,105.21
C$125.88
8.9%
Painting
C$5,592.54
C$46.60
3.3%
Plumbing
C$3,334.47
C$27.79
2.0%
Earthwork
C$35.48
C$0.30
0.0%
Structure
C$10,315.87
C$85.97
6.1%
Electrical
C$1,928.60
C$16.07
1.1%
Foundation
C$4,313.36
C$35.94
2.5%
Plastering
C$9,772.28
C$81.44
5.7%
Landscaping
C$1,197.99
C$9.98
0.7%
External Walls
C$16,345.83
C$136.22
9.6%
Internal Walls
C$15,620.87
C$130.17
9.2%
Top Items
Description
Total
Repair of plaster on external straight slopes on stone …
C$55,674.81
Masonry of external and internal brick walls with an ai…
C$16,345.83
Installation of partitions made of gypsum tongue-and-gr…
C$15,620.87
Installation of two-color cement mortar coatings made o…
C$15,105.21
Installation of a load-bearing suspended ceiling for cl…
C$12,052.06
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$153,336.59
↓ C$17,037.40 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$170,373.99
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$195,930.09
↑ C$25,556.10 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$170,373.99
Clicking Apply will update PPP coefficients and recalculate all line items
Project Schedule
≈7 monthsiProject timeline with critical path method (CPM), Gantt chart, and resource allocation
Construction PhasesAI
Site PreparationSite clearing, temporary facilities setup, utilities connection20d
MEP Finish WorkElectrical fixtures, plumbing fixtures, HVAC units and controls8d
Interior DoorsInterior door installation, hardware, access control systems8d
Flooring InstallationCarpet, tile, hardwood, and other finish flooring systems27d
Painting and Final FinishesInterior painting, final wall finishes, trim work15d
Final Systems and TestingSystem commissioning, testing, safety systems, elevators8d
Landscaping and Site WorkExterior landscaping, parking areas, site cleanup8d
Final Inspection and HandoverFinal inspections, punch list completion, project handover8d
7
months
206
days
19
phases
15
Critical Path
8
Peak workers
2,162
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
External Envelope
861 hours
Flooring Installatio
286 hours
Structural Framework
234 hours
Site Preparation
202 hours
MEP Rough-in
191 hours
Painting and Final F
146 hours
Ceiling Systems
95 hours
Drywall and Plasteri
71 hours
Internal Walls Frami
50 hours
Insulation
50 hours
MEP Finish Work
50 hours
Final Systems and Te
50 hours
Final Inspection and
50 hours
Windows and External
31 hours
Foundation Work
24 hours
Interior Doors
11 hours
Landscaping and Site
6 hours
Roofing System
4 hours
Earthwork
0 hours
Monthly Cash Flow
7 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
10%
M1
33%
M2
61%
M3
74%
M4
89%
M5
98%
M6
100%
M7
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$16,734.69
9.8%
C$16,734.69
10%
M2
31–60
C$39,972.90
23.5%
C$56,707.59
33%
M3
61–90
C$47,869.42
28.1%
C$104,577.02
61%
M4
91–120
C$21,070.11
12.4%
C$125,647.13
74%
M5
121–150
C$25,148.02
14.8%
C$150,795.15
89%
M6
151–180
C$15,850.49
9.3%
C$166,645.64
98%
M7
181–206
C$3,728.36
2.2%
C$170,374.00
100%
Daily Cash Flow
28 weeks
0%
D1
9%
D19
12%
D37
27%
D55
47%
D73
62%
D91
74%
D109
77%
D127
88%
D145
93%
D163
98%
D181
100%
D190
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$5,467.30
3.2%
C$5,467.30
3%
W2
D8–D14
C$5,467.30
3.2%
C$10,934.61
6%
W3
D15–D21
C$4,690.70
2.8%
C$15,625.30
9%
W4
D22–D28
C$31.04
0.0%
C$15,656.35
9%
W5
D29–D35
C$3,774.19
2.2%
C$19,430.54
11%
W6
D36–D42
C$7,494.40
4.4%
C$26,924.94
16%
W7
D43–D49
C$8,114.43
4.8%
C$35,039.37
21%
W8
D50–D56
C$13,582.12
8.0%
C$48,621.49
29%
W9
D57–D63
C$14,881.71
8.7%
C$63,503.20
37%
W10
D64–D70
C$13,236.42
7.8%
C$76,739.61
45%
W11
D71–D77
C$9,743.09
5.7%
C$86,482.70
51%
W12
D78–D84
C$9,743.09
5.7%
C$96,225.80
56%
W13
D85–D91
C$9,743.09
5.7%
C$105,968.89
62%
W14
D92–D98
C$9,743.09
5.7%
C$115,711.98
68%
W15
D99–D105
C$7,799.33
4.6%
C$123,511.31
72%
W16
D106–D112
C$2,135.82
1.3%
C$125,647.13
74%
W17
D113–D119
C$0.00
0.0%
C$125,647.13
74%
W18
D120–D126
C$3,664.61
2.2%
C$129,311.74
76%
W19
D127–D133
C$9,337.11
5.5%
C$138,648.84
81%
W20
D134–D140
C$11,027.41
6.5%
C$149,676.25
88%
W21
D141–D147
C$0.00
0.0%
C$149,676.25
88%
W22
D148–D154
C$3,356.71
2.0%
C$153,032.96
90%
W23
D155–D161
C$3,916.17
2.3%
C$156,949.13
92%
W24
D162–D168
C$3,916.17
2.3%
C$160,865.29
94%
W25
D169–D175
C$3,916.17
2.3%
C$164,781.46
97%
W26
D176–D182
C$2,609.85
1.5%
C$167,391.31
98%
W27
D183–D189
C$2,609.85
1.5%
C$170,001.16
100%
W28
D190–D190
C$372.84
0.2%
C$170,374.00
100%
Line Items
18 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Earthwork1 itemsC$35.48
#
Code
Description
Qty
Unit
Unit Price
Total
1
KAME_KAME_KAMEKA_MEKACON
Excavation of soil into a dump using excavators, bucket capacity ME.NE (ME.RISA-ME.NE) m3, soil group: 4
18.0
120 m² × 0.15 = 18 m3(Earthwork)
m3
C$1.56
C$35.48
C$28.05 +15% C$4.21+10% C$3.23
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
0.13
hrs
C$12.18
C$1.56
Single-bucket diesel excavators on crawler tracks, bucket capacity ME.NE m3
0.27
Machine hours
C$88.02
C$23.45
Personnel: 1 person-hour/machine-hour
0.27
Machine hours
C$11.40
C$3.04
▼Foundation1 itemsC$4,313.36
#
Code
Description
Qty
Unit
Unit Price
Total
2
KANE_KAME_KAKAME_KAVO
Construction of reinforced concrete foundations for general use under columns with a volume of: up to 25 m3
9.6
120 m² × 0.08 = 9.6 m3(Foundation)
m3
C$355.18
C$4,313.36
C$3,409.77 +15% C$511.47+10% C$392.12
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
22.56
hrs
C$22.53
C$508.18
Water
0.02
m3
C$210.43
C$3.24
Electricity
0.10
kWh
C$34.46
C$3.24
Polyethylene film, thickness KA.MESA mm
5.15
m2
C$70.75
C$363.83
Construction nails
0.00
t
C$426,930.22
C$410.26
Quicklime, grade I
0.00
t
C$40,820.60
C$38.87
Hot-rolled wire in coils, diameter NE.TO-NE.SA mm
0.00
t
C$295,133.54
C$282.86
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 44-50 mm, grade III
0.03
m3
C$67,477.44
C$1,684.21
Tower cranes, lifting capacity 8 t
1.79
Machine hours
C$41.84
C$75.03
Personnel: 1 person-hour/machine-hour
1.79
Machine hours
C$18.08
C$32.42
Mobile cranes, lifting capacity 16 t
0.03
Machine hours
C$66.65
C$2.31
Personnel: 1 person-hour/machine-hour
0.03
Machine hours
C$18.08
C$0.63
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.02
Machine hours
C$69.16
C$1.66
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$15.47
C$0.37
Deep vibrators
1.13
Machine hours
C$0.55
C$0.62
Flatbed trucks, load capacity up to 5 tons
0.05
Machine hours
C$25.88
C$1.35
Personnel: 1 person-hour/machine-hour
0.05
Machine hours
C$13.46
C$0.70
▼Structure2 itemsC$10,315.87
#
Code
Description
Qty
Unit
Unit Price
Total
3
KANE_KASA_KAKAME_KASA
Construction of reinforced concrete columns in wooden formwork with a height of: up to 4 m, perimeter up to 3 m
4.8
120 m² × 0.04 = 4.8 m3(Structure)
m3
C$643.08
C$3,904.79
C$3,086.79 +15% C$463.02+10% C$354.98
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
34.66
hrs
C$22.75
C$788.46
Water
0.01
m3
C$47.45
C$0.49
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
7.20
kg
C$159.93
C$1,151.44
Construction nails
0.00
t
C$96,264.12
C$92.50
Quicklime, grade I
0.00
t
C$9,204.22
C$26.53
Edged softwood beams (spruce, pine), natural moisture content, length RI-NE.SA m, width 20-90 mm, thickness 20-90 mm, grade II
0.01
m3
C$18,399.85
C$123.66
Unedged softwood board, natural moisture content, length RI-NE.SA m, width 100-250, thickness 30-50 mm, grade II
0.05
m3
C$11,680.85
C$616.86
Tower cranes, lifting capacity 8 t
4.37
Machine hours
C$42.61
C$186.21
Personnel: 1 person-hour/machine-hour
4.37
Machine hours
C$17.82
C$77.85
Mobile cranes, lifting capacity 16 t
0.09
Machine hours
C$67.88
C$6.22
Personnel: 1 person-hour/machine-hour
0.09
Machine hours
C$17.82
C$1.63
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$70.44
C$0.84
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$15.25
C$0.18
Deep vibrators
1.89
Machine hours
C$0.56
C$1.06
Flatbed trucks, load capacity up to 5 tons
0.14
Machine hours
C$26.36
C$3.62
Personnel: 1 person-hour/machine-hour
0.14
Machine hours
C$13.26
C$1.82
Welding machines for manual arc welding, welding current up to 350 A
5.04
Machine hours
C$1.47
C$7.39
4
KANE_MEDX_KAKAPU_KAME
Construction of reinforced concrete floors and slabs up to 200 mm thick in permanent formwork (concrete supplied in buck
7.2
120 m² × 0.06 = 7.2 m3(Structure)
m3
C$703.90
C$6,411.08
C$5,068.04 +15% C$760.21+10% C$582.83
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
60.02
hrs
C$23.00
C$1,440.27
Anthracene oil
0.01
t
C$33,385.83
C$432.78
Water
0.02
m3
C$54.42
C$1.12
Electricity
0.28
kWh
C$8.91
C$2.51
Polyethylene film, thickness KA.MESA mm
3.09
m2
C$18.30
C$56.40
Construction nails
0.00
t
C$110,412.89
C$79.58
Light wire, diameter ME.ME mm
0.00
t
C$112,460.21
C$161.94
Edged coniferous timber (spruce, pine), natural moisture content, length RI-NE.SA m, width 20-90 mm, thickness 20-90 mm, grade III
0.09
m3
C$21,104.23
C$1,884.13
Edged softwood board, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 25 mm, grade III
0.01
m3
C$17,451.05
C$201.03
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 44-50 mm, grade III
0.04
m3
C$17,451.05
C$653.36
Tower cranes, lifting capacity 8 t
1.94
Machine hours
C$42.52
C$82.66
Personnel: 1 person-hour/machine-hour
1.94
Machine hours
C$19.02
C$36.98
Mobile cranes, lifting capacity 16 t
0.10
Machine hours
C$67.73
C$7.07
Personnel: 1 person-hour/machine-hour
0.10
Machine hours
C$19.02
C$1.99
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.19
Machine hours
C$70.28
C$13.47
Personnel: 1 person-hour/machine-hour
0.19
Machine hours
C$16.28
C$3.12
Deep vibrators
2.90
Machine hours
C$0.56
C$1.64
Trucks, load capacity up to 8 tons
0.16
Machine hours
C$37.18
C$5.81
Personnel: 1 person-hour/machine-hour
0.16
Machine hours
C$14.16
C$2.21
▼External Walls1 itemsC$16,345.83
#
Code
Description
Qty
Unit
Unit Price
Total
5
KAVO_KARI_KAMESA_KARICON
Masonry of external and internal brick walls with an air gap: with a floor height of more than 4 m
22.8
120 m² × 0.19 = 22.8 m3(External Walls)
m3
C$566.74
C$16,345.83
C$12,921.60 +15% C$1,938.24+10% C$1,485.98
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
126.77
hrs
C$63.88
C$8,097.47
Water
5.70
m3
C$774.92
C$4,417.07
Tower cranes, lifting capacity 8 t
5.93
Machine hours
C$19.28
C$114.30
Personnel: 1 person-hour/machine-hour
5.93
Machine hours
C$49.38
C$292.76
▼Internal Walls1 itemsC$15,620.87
#
Code
Description
Qty
Unit
Unit Price
Total
6
KAVO_KAPU_KAKAME_RITO
Installation of partitions made of gypsum tongue-and-groove slabs: for floor heights over 4 m, in 2 layers 80 mm thick,
96.0
120 m² × 0.8 = 96 m2(Internal Walls)
m2
C$128.63
C$15,620.87
C$12,348.51 +15% C$1,852.28+10% C$1,420.08
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 1 worker
35.00
hrs
C$20.29
C$710.23
2nd grade worker
84.28
hrs
C$22.12
C$1,864.13
Grade 4 worker
78.71
hrs
C$27.20
C$2,141.20
Grade 3 worker
0.60
hrs
C$24.15
C$14.37
Water
0.29
m3
C$55.38
C$15.91
Electricity
0.52
kWh
C$9.07
C$4.83
Plastic dowels with screws, diameter 10 mm, length 50-60 mm, screw diameter 6 mm, screw length 50-80 mm
0.32
100 pcs
C$951.45
C$301.46
Galvanized steel rack profile, dimensions 50x50 mm, thickness KA.NE mm
48.00
m
C$131.28
C$6,301.66
Hot-rolled reinforcing steel with periodic profile, class A-III, diameter 8 mm
0.01
t
C$78,860.69
C$757.20
Tower cranes, lifting capacity 8 t
2.20
Machine hours
C$42.66
C$93.78
Personnel: 1 person-hour/machine-hour
2.20
Machine hours
C$19.39
C$42.61
Mobile cranes, lifting capacity 16 t
0.76
Machine hours
C$67.95
C$51.53
Personnel: 1 person-hour/machine-hour
0.76
Machine hours
C$19.39
C$14.71
Flatbed trucks, load capacity up to 5 tons
0.85
Machine hours
C$26.39
C$22.55
Personnel: 1 person-hour/machine-hour
0.85
Machine hours
C$14.43
C$12.33
▼Roofing1 itemsC$737.86
#
Code
Description
Qty
Unit
Unit Price
Total
7
MERI_KAME_KAKARI_MERI
Installation of flat roofs from roll roofing waterproofing self-adhesive materials with anti-adhesion film: with heating
42.0
120 m² × 0.35 = 42 m2(Roofing)
m2
C$13.89
C$737.86
C$583.28 +15% C$87.49+10% C$67.08
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
3.71
hrs
C$24.34
C$90.35
Propane-butane technical mixture
0.89
kg
C$553.74
C$489.89
Mobile cranes, lifting capacity 16 t
0.02
Machine hours
C$66.45
C$1.40
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$19.06
C$0.40
Single-mast hoists, load capacity up to 500 kg, lifting height 15 m
0.01
Machine hours
C$1.73
C$0.02
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$12.61
C$0.16
Flatbed trucks, load capacity up to 5 tons
0.03
Machine hours
C$25.81
C$0.65
Personnel: 1 person-hour/machine-hour
0.03
Machine hours
C$14.18
C$0.35
Gas injection burners
0.17
Machine hours
C$0.39
C$0.07
▼Windows1 itemsC$7,345.29
#
Code
Description
Qty
Unit
Unit Price
Total
8
MEKA_KAME_KATOPU_KAME
Installation of PVC profile window blocks in residential and public buildings: deaf with an opening area of up to 2 m2
18.0
120 m² × 0.15 = 18 m2(Windows)
m2
C$322.59
C$7,345.29
C$5,806.56 +15% C$870.98+10% C$667.75
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
30.13
hrs
C$25.69
C$773.87
Electricity
2.06
kWh
C$4.07
C$8.42
Waterproofing tapes, vapor-permeable butyl rubber, made of non-woven membrane-type material, with adhesive coating on the inner edges and anti-adhesive coating, beige color, width 80 mm
75.24
m
C$22.29
C$1,676.90
Pre-compressed self-expanding polyurethane foam sealing strips with adhesive layer on one side, width 10 mm, thickness when compressed 4 mm, thickness when expanded 20 mm
3.85
10 m
C$145.29
C$559.65
Polyurethane foam sealant (assembly foam), universal, volume 1000 ml
12.42
pcs
C$164.79
C$2,046.76
Steel frame mounting dowels, diameter 10 mm, length 130 (132) mm
5.51
10 pcs
C$66.43
C$365.91
Plastic mounting wedges
1.44
100 pcs
C$239.58
C$345.00
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.32
Machine hours
C$2.53
C$0.80
Personnel: 1 person-hour/machine-hour
0.32
Machine hours
C$13.31
C$4.22
Flatbed trucks, load capacity up to 5 tons
0.59
Machine hours
C$27.44
C$16.20
Personnel: 1 person-hour/machine-hour
0.59
Machine hours
C$14.97
C$8.84
▼Doors1 itemsC$2,204.78
#
Code
Description
Qty
Unit
Unit Price
Total
9
MEKA_KAME_KAPURI_KARI
Filling balcony openings in wooden log walls with caulking door blocks with door leaves: paired, opening area over 3 m2
3.6
120 m² × 0.03 = 3.6 m2(Doors)
m2
C$484.14
C$2,204.78
C$1,742.91 +15% C$261.44+10% C$200.43
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
10.66
hrs
C$27.56
C$293.69
Water
0.03
m3
C$89.16
C$2.29
Electricity
0.28
kWh
C$14.60
C$4.12
Resin-impregnated tow
3.85
kg
C$273.61
C$1,053.91
Self-tapping steel screws, oxidized, with countersunk head and cross-shaped slot, pointed, diameter 8 mm, length 100 mm
0.00
t
C$269,674.27
C$96.97
Edged coniferous timber (spruce, pine), natural moisture content, length RI-NE.SA m, width 20-90 mm, thickness 20-90 mm, grade III
0.01
m3
C$34,574.51
C$286.35
Flatbed trucks, load capacity up to 5 tons
0.14
Machine hours
C$26.13
C$3.60
Personnel: 1 person-hour/machine-hour
0.14
Machine hours
C$14.41
C$1.98
▼Flooring1 itemsC$15,105.21
#
Code
Description
Qty
Unit
Unit Price
Total
10
MEME_KAME_KASAVO_KARI
Installation of two-color cement mortar coatings made of ceramic tiles: stair landings
102.0
120 m² × 0.85 = 102 m2(Flooring)
m2
C$117.07
C$15,105.21
C$11,940.87 +15% C$1,791.13+10% C$1,373.20
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
285.02
hrs
C$26.60
C$7,581.62
Water
0.01
m3
C$13.74
C$0.14
Electricity
13.27
kWh
C$2.25
C$29.89
Colored cotton rags
0.51
kg
C$28.30
C$14.45
Ready-mixed masonry mortar, cement, M150
2.60
m3
C$1,641.43
C$4,269.37
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.27
Machine hours
C$72.12
C$19.13
Personnel: 1 person-hour/machine-hour
0.27
Machine hours
C$17.18
C$4.56
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.27
Machine hours
C$2.49
C$0.66
Personnel: 1 person-hour/machine-hour
0.27
Machine hours
C$13.28
C$3.53
Flatbed trucks, load capacity up to 5 tons
0.42
Machine hours
C$26.99
C$11.29
Personnel: 1 person-hour/machine-hour
0.42
Machine hours
C$14.95
C$6.25
▼Ceiling1 itemsC$12,052.06
#
Code
Description
Qty
Unit
Unit Price
Total
11
MESA_KAME_MEKATO_KAME
Installation of a load-bearing suspended ceiling for clean rooms, with panel dimensions of 1240x1240 mm
90.0
120 m² × 0.75 = 90 m2(Ceiling)
m2
C$105.86
C$12,052.06
C$9,527.33 +15% C$1,429.10+10% C$1,095.64
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 1 worker
3.58
hrs
C$30.22
C$108.25
2nd grade worker
4.16
hrs
C$32.94
C$136.97
Grade 4 worker
27.01
hrs
C$40.51
C$1,094.24
Grade 5 worker
32.62
hrs
C$46.55
C$1,518.64
Grade 6 worker
26.32
hrs
C$54.41
C$1,431.73
Rectified technical ethyl alcohol, grade I
3.24
kg
C$60.02
C$194.48
Electricity
0.61
kWh
C$0.48
C$0.30
Butyl rubber waterproofing sealing tape, with adhesive layer on both sides, black, width 15 mm, thickness ME.SA mm
19.80
10 m
C$6.36
C$125.91
Stainless steel anchor screws with hexagonal head, diameter 6 mm, length 35 mm
Laying water supply pipelines using multilayer metal-poC$596.12
Copper pipe+120%PEX pipe-15%Stainless steel+200%
Risk Analysis
Monte Carlo · 10KiMonte Carlo simulation (10,000 iterations) showing completion probability at different confidence levels
226days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
236days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
246days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+30days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$170,373.99
Budget (P80)
C$178,224.43
Maximum (P95)
C$185,747.76
Contingency
+4.6%
Recommended cost reserve based on schedule risk analysis — C$7,850.44 Recommended Budget: C$178,224.43
Deterministic 206 days
P50 226 days
P80 236 days
P95 246 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 8
2,162 man-hours
15 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$212,010.65
P10
C$214,848.48
P25
C$218,401.83
P50
C$223,157.99
P80
C$225,492.39
P90
Cumulative Probability (S-Curve)
+2.2%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$4,756.16
Top Risk Drivers
Category
Work Item
Risk Share
Facade
Repair of plaster on external straight slopes on s
75.2%
External Walls
Masonry of external and internal brick walls with
5.8%
Internal Walls
Installation of partitions made of gypsum tongue-a
5.3%
HVAC
Installation of air ducts made of galvanized sheet
3.3%
Flooring
Installation of two-color cement mortar coatings m
3.1%
Ceiling
Installation of a load-bearing suspended ceiling f
1.9%
Plastering
Continuous leveling of interior surfaces (single-l
1.3%
Windows
Installation of PVC profile window blocks in resid
1.2%
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
Labor32% of total
±C$5,462.84±3.2%
Materials29% of total
±C$4,958.69±2.9%
Equipment18% of total
±C$3,046.77±1.8%
Overhead12% of total
±C$2,020.25±1.2%
Profit9% of total
±C$1,548.85±0.9%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$54,628.43
32%
Materials
C$49,586.88
29%
Equipment
C$30,467.67
18%
Direct Cost
C$134,682.98
Overhead
C$20,202.47
12%
Profit
C$15,488.54
9%
Grand Total
C$170,373.99
100%
EUR equivalent
€106.284,46
USD equivalent
$122,492.84
GBP equivalent
£92,736.38
Estimate Classification
AACE 18R-97
AACE International Recommended Practice 18R-97
3
ClassClass 3
Typical PurposeBudget Authorization
Expected Accuracy Range:-20% / +30%
Project Definition Level:10–40%
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 904 EUR/m²
Significantly below range · 0.36x 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
18
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 29 verified work items from our database of 55,719 construction prices.
What work items are included in this estimate?
This BOQ includes 29 work items covering Strip Existing Roof, Repair & Prepare, Insulation, New Roof Covering, Rainwater & Finishing. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Roof Replacement take?
Duration depends on project size and complexity. A typical 120 m² roof project takes approximately 4 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 roof replacement include?
Complete roof replacement estimate for 150 m² of roof area. Covers removal of existing roofing material, inspection and repair of roof deck/sheathing, installation of underlayment and ice-water shield, new asphalt shingles or metal roofing, ridge vents, flashing at penetrations, fascia and soffit repair, and gutter replacement.