Parking Lot Construction Cost Estimate — 750 m² (30 cars × 25 m²/car)
750 m² (30 cars × 25 m²/car)28 work items7 sectionsToronto, Canada
About This Project
Professional estimate for constructing a 2000 m² surface parking lot (approximately 50 spaces). Includes excavation, sub-base preparation, asphalt paving, concrete curbing, line marking, drainage system, lighting poles, signage, and landscaping buffer zones. Based on Toronto municipal standards.
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$636,421.65Direct Cost
Labor (48%)C$80,924.37
Materials (26%)C$44,066.49
Equipment (4%)C$7,424.51
Overhead (57%)C$95,463.24
Profit (44%)C$73,188.50
Cost / m²
Labor
C$107.90
Materials
C$58.76
Equipment
C$9.90
Overhead
C$127.28
Profit
C$97.58
Grand Total
C$223.34
Materials / Labor
0.54
Direct Cost %
379.9%
22 work items across 7 categories, 74 resources
Cost Flow
7iVisual flow of the total budget through work categories, showing proportional cost distribution
Complete BOQ: 28 work items for Parking Lot Construction
4 work item(s) not found in pricing DB for language 'en'.
Categories
7iCost distribution by work category — earthwork, structure, facade, MEP, finishes, etc.
Category
Cost
Cost / m²
Share
Drainage
C$31,358.69
C$41.81
18.7%
Earthworks
C$56,067.81
C$74.76
33.5%
Landscaping
C$1,549.13
C$2.07
0.9%
Kerbs & Borders
C$587,072.46
C$782.76
350.5%
Markings & Signage
C$11,188.01
C$14.92
6.7%
Lighting & Electrical
C$52,890.29
C$70.52
31.6%
Pavement Construction
C$64,947.01
C$86.60
38.8%
Top Items
Description
Total
Plaster insulation of a horizontal concrete surface wit…
C$29,782.29
Device for: vibration tablet compaction
C$28,410.91
Device for: vibration tablet compaction
C$28,410.91
Construction of monolithic concrete side walls in steel…
C$26,994.15
Installation of prefabricated reinforced concrete drain…
C$25,695.19
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$150,754.91
↓ C$16,750.54 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$167,505.45
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$192,631.27
↑ C$25,125.82 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$167,505.45
Clicking Apply will update PPP coefficients and recalculate all line items
Project Schedule
≈6 monthsiProject timeline with critical path method (CPM), Gantt chart, and resource allocation
Construction PhasesAI
Site PreparationSite clearing, surveying, temporary facilities setup61d
Earthwork and ExcavationBulk excavation, grading, soil compaction8d
Underground DrainageStorm water drainage, utilities installation8d
Foundation WorksFootings, foundation walls, basement slab8d
Structural FrameworkPrecast concrete or steel frame, columns, beams43d
Parking Deck SlabsPrecast or cast-in-place concrete decking8d
External Walls and FacadePrecast panels, curtain walls, weatherproofing8d
Waterproofing and SealantsDeck waterproofing, joint sealants, membrane installation8d
Safety and Security SystemsFire protection, CCTV, access control8d
Final FinishesFinal cleaning, touch-ups, barrier installation8d
Testing and CommissioningSystem testing, safety inspections, handover8d
6
months
176
days
15
phases
11
Critical Path
8
Peak workers
2,755
Labor Hours
Site PreparationEarthwork and ExcavationUnderground DrainageFoundation WorksStructural FrameworkParking Deck SlabsExternal Walls and FacadeWaterproofing and SealantsElectrical Rough-InVentilation SystemsFlooring and Line MarkingLighting InstallationSafety and Security SystemsFinal FinishesTesting and CommissioningCumulative Cost
Labor Hours by Phase
Structural Framework
1,346 hours
Site Preparation
1,298 hours
Underground Drainage
63 hours
Earthwork and Excava
50 hours
Foundation Works
50 hours
Parking Deck Slabs
50 hours
External Walls and F
50 hours
Electrical Rough-In
50 hours
Ventilation Systems
50 hours
Flooring and Line Ma
50 hours
Lighting Installatio
50 hours
Safety and Security
50 hours
Final Finishes
50 hours
Testing and Commissi
50 hours
Waterproofing and Se
49 hours
Monthly Cash Flow
6 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
17%
M1
34%
M2
59%
M3
88%
M4
99%
M5
100%
M6
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$28,765.63
17.2%
C$28,765.63
17%
M2
31–60
C$28,765.63
17.2%
C$57,531.26
34%
M3
61–90
C$40,562.06
24.2%
C$98,093.32
59%
M4
91–120
C$49,467.10
29.5%
C$147,560.41
88%
M5
121–150
C$18,256.58
10.9%
C$165,816.00
99%
M6
151–176
C$1,688.45
1.0%
C$167,505.45
100%
Daily Cash Flow
22 weeks
1%
D1
9%
D15
17%
D29
25%
D43
33%
D57
40%
D71
54%
D85
67%
D99
81%
D113
95%
D127
96%
D141
99%
D151
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$6,711.98
4.0%
C$6,711.98
4%
W2
D8–D14
C$6,711.98
4.0%
C$13,423.96
8%
W3
D15–D21
C$6,711.98
4.0%
C$20,135.94
12%
W4
D22–D28
C$6,711.98
4.0%
C$26,847.92
16%
W5
D29–D35
C$6,711.98
4.0%
C$33,559.90
20%
W6
D36–D42
C$6,711.98
4.0%
C$40,271.88
24%
W7
D43–D49
C$6,711.98
4.0%
C$46,983.86
28%
W8
D50–D56
C$6,711.98
4.0%
C$53,695.84
32%
W9
D57–D63
C$4,794.27
2.9%
C$58,490.11
35%
W10
D64–D70
C$3,919.84
2.3%
C$62,409.95
37%
W11
D71–D77
C$27,438.85
16.4%
C$89,848.80
54%
W12
D78–D84
C$0.00
0.0%
C$89,848.80
54%
W13
D85–D91
C$9,893.42
5.9%
C$99,742.22
60%
W14
D92–D98
C$11,542.32
6.9%
C$111,284.54
66%
W15
D99–D105
C$11,542.32
6.9%
C$122,826.87
73%
W16
D106–D112
C$11,542.32
6.9%
C$134,369.19
80%
W17
D113–D119
C$11,542.32
6.9%
C$145,911.51
87%
W18
D120–D126
C$11,542.32
6.9%
C$157,453.83
94%
W19
D127–D133
C$3,297.81
2.0%
C$160,751.64
96%
W20
D134–D140
C$0.00
0.0%
C$160,751.64
96%
W21
D141–D147
C$2,532.68
1.5%
C$163,284.32
97%
W22
D148–D152
C$4,221.13
2.5%
C$167,505.45
100%
Line Items
22 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Earthworks3 itemsC$56,067.81
#
Code
Description
Qty
Unit
Unit Price
Total
1
RIDX_KARI_KATOSA_KARI
Construction of monolithic concrete side walls in steel mobile formwork in excavations with slopes: for transfer tunnels
225.0
225 m³(Earthworks)
m3
C$94.84
C$26,994.15
C$21,339.25 +15% C$3,200.89+10% C$2,454.01
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
456.17
hrs
C$43.81
C$19,982.94
Anthracene oil
0.02
t
C$28.40
C$0.64
Water
4.50
m3
C$0.05
C$0.21
Polyethylene film, thickness KA.MESA mm
13.28
m2
C$0.02
C$0.21
Non-woven polypropylene geotextile, needle-punched, thermally bonded, surface density 550 g/m2
10.12
m2
C$0.11
C$1.09
Bolts with nuts and washers for construction
67.50
kg
C$0.22
C$14.76
Linear large-panel steel formwork shield, collapsible and repositionable, inventory, for wall formwork
1.30
t
C$146.27
C$190.88
Auxiliary station trolleys
1,028.34
Machine hours
C$0.33
C$338.42
Mobile cranes, lifting capacity 16 t
2.95
Machine hours
C$106.70
C$314.51
Personnel: 1 person-hour/machine-hour
2.95
Machine hours
C$30.77
C$90.69
Deep vibrators
78.30
Machine hours
C$0.89
C$69.38
Flatbed trucks, load capacity up to 10 tons
4.07
Machine hours
C$59.49
C$242.27
Personnel: 1 person-hour/machine-hour
4.07
Machine hours
C$22.90
C$93.26
2
TOPU_KARI_KAKAVO_SATOm
Device for: vibration tablet compaction
750.0
750 m²(Earthworks)
pcs
C$29.95
C$28,410.91
C$22,459.21 +15% C$3,368.88+10% C$2,582.81
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
772.50
hrs
C$27.76
C$21,445.89
Mobile cranes, lifting capacity 16 t
7.50
Machine hours
C$65.89
C$494.21
Personnel: 1 person-hour/machine-hour
7.50
Machine hours
C$18.94
C$142.07
Trucks, load capacity up to 8 tons
7.50
Machine hours
C$36.18
C$271.31
Personnel: 1 person-hour/machine-hour
7.50
Machine hours
C$14.10
C$105.73
3
RIVO_KAME_KALINE_KAME
Unloading contaminated ballast from the train for waste disposal
200.0
200 m³(Earthworks)
m3
C$2.62
C$662.75
C$523.91 +15% C$78.59+10% C$60.25
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Broad gauge shunting locomotives, power 880 kW (1200 hp)
0.64
Machine hours
C$430.28
C$275.38
Personnel: 2 man-hours/machine-hour
0.64
Machine hours
C$29.72
C$19.02
Compositions for ballast spreaders, capacity up to 240 m3
0.64
Machine hours
C$311.79
C$199.54
Personnel: 3 man-hours/machine-hours
0.64
Machine hours
C$46.83
C$29.97
▼Drainage5 itemsC$31,358.69
#
Code
Description
Qty
Unit
Unit Price
Total
4
RILI_KALI_KAMEDX_KAME
Installation of prefabricated reinforced concrete drainage channels on sidewalks with the following surfaces: concrete t
30.0
30 m(Drainage)
m
C$677.08
C$25,695.19
C$20,312.40 +15% C$3,046.86+10% C$2,335.93
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
0.31
hrs
C$21.46
C$6.57
Grade 3 worker
2.25
hrs
C$23.43
C$52.71
Grade 4 worker
4.46
hrs
C$26.39
C$117.71
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14), length 16-160 mm
0.00
t
C$6,704,596.53
C$20,117.39
Mobile cranes, lifting capacity 16 t
0.07
Machine hours
C$66.27
C$4.37
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$18.80
C$1.24
Universal front-end pneumatic wheel loaders, nominal capacity of main bucket TO.VO m3, load capacity 7 t
0.07
Machine hours
C$111.19
C$8.34
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$20.07
C$1.50
Trucks, load capacity up to 8 tons
0.05
Machine hours
C$36.38
C$1.85
Personnel: 1 person-hour/machine-hour
0.05
Machine hours
C$13.00
C$0.72
5
RILI_KARI_KARILI_KAME
Laying corrugated polymer pipes for storm drainage, diameter KA.PU m
40.0
40 m(Drainage)
m
C$77.02
C$3,897.21
C$3,080.80 +15% C$462.12+10% C$354.29
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
8.76
hrs
C$23.87
C$209.08
Double-layer profiled polyethylene storm pipes, SN8, diameter 400 mm
40.00
m
C$71.79
C$2,871.72
6
KAPU_KARI_KANERI_KARI
Suspended push conveyor catcher
6.0
6 pcs(Drainage)
pcs
C$42.95
C$325.97
C$257.69 +15% C$38.65+10% C$29.63
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 4 worker
2.40
hrs
C$26.93
C$64.64
Grade 6 worker
2.40
hrs
C$36.16
C$86.80
Category I engineer
2.46
person-hour
C$43.20
C$106.26
7
TOSA_KAME_KAKASA_KASAm
Mechanical impurity separator for liquid manure purification, type OMB-200
1.0
1 pcs(Drainage)
pcs
C$747.78
C$945.94
C$747.78 +15% C$112.17+10% C$85.99
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
27.30
hrs
C$25.16
C$686.86
Electricity
2.50
kWh
C$0.29
C$0.73
Mobile cranes, lifting capacity 16 t
0.46
Machine hours
C$64.86
C$29.84
Personnel: 1 person-hour/machine-hour
0.46
Machine hours
C$18.77
C$8.64
Electric winches with a pulling force of up to MERI.RINE kN (ME.RISA t)
7.08
Machine hours
C$0.52
C$3.70
Flatbed trucks, load capacity up to 5 tons
0.46
Machine hours
C$25.19
C$11.58
Personnel: 1 person-hour/machine-hour
0.46
Machine hours
C$13.97
C$6.43
8
NENE_KATO_KATOLI_KAME
Installation of support plates when repairing the base of a storm sewer manhole: PP plate
1.0
1 pcs(Drainage)
pcs
C$390.82
C$494.38
C$390.82 +15% C$58.62+10% C$44.94
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
7.30
hrs
C$17.87
C$130.43
Water
0.01
m3
C$36.44
C$0.37
Portland cement without additives for general construction CEM 0 42.5N
0.01
t
C$6,920.46
C$69.18
Mobile cranes, lifting capacity 16 t
1.21
Machine hours
C$66.94
C$81.00
Personnel: 1 person-hour/machine-hour
1.21
Machine hours
C$14.34
C$17.35
Flatbed trucks, load capacity up to 5 tons
1.04
Machine hours
C$25.00
C$27.04
Personnel: 1 person-hour/machine-hour
1.04
Machine hours
C$10.67
C$11.10
Mobile screw compressors with internal combustion engines, pressure KA.VO MPa (8 atm), capacity up to NE.TO m3/min
1.63
Machine hours
C$22.52
C$36.71
Personnel: 1 person-hour/machine-hour
1.63
Machine hours
C$10.67
C$17.40
Pneumatic jackhammers powered by mobile compressors
1.63
Machine hours
C$0.14
C$0.24
▼Pavement Construction3 itemsC$64,947.01
#
Code
Description
Qty
Unit
Unit Price
Total
9
TOPU_KARI_KAKAVO_SATOm
Device for: vibration tablet compaction
750.0
750 m²(Pavement Construction)
pcs
C$29.95
C$28,410.91
C$22,459.21 +15% C$3,368.88+10% C$2,582.81
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
772.50
hrs
C$27.76
C$21,445.89
Mobile cranes, lifting capacity 16 t
7.50
Machine hours
C$65.89
C$494.21
Personnel: 1 person-hour/machine-hour
7.50
Machine hours
C$18.94
C$142.07
Trucks, load capacity up to 8 tons
7.50
Machine hours
C$36.18
C$271.31
Personnel: 1 person-hour/machine-hour
7.50
Machine hours
C$14.10
C$105.73
10
RILI_KAME_KAKAME_KARI
Strengthening of single-layer bases and coatings up to 20 cm thick by mixing with bitumen (bitumen emulsion): motor grad
750.0
750 m²(Pavement Construction)
m2
C$7.12
C$6,753.81
C$5,338.98 +15% C$800.85+10% C$613.98
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
12.05
hrs
C$21.78
C$262.48
Water
12.00
m3
C$1.58
C$18.98
Edged coniferous timber (spruce, pine), natural moisture content, length RI-NE.SA m, width 20-90 mm, thickness 20-90 mm, grade III
0.22
m3
C$613.44
C$133.43
Paraffin emulsion film-forming coating for road works, dry matter content 15-35%, pH 7-9, color white, yellow
0.54
t
C$2,434.01
C$1,314.36
Medium-duty motor graders, power 99 kW (135 hp)
21.80
Machine hours
C$96.08
C$2,094.87
Personnel: 1 person-hour/machine-hour
21.80
Machine hours
C$16.64
C$362.72
Mobile cranes, lifting capacity 16 t
0.15
Machine hours
C$57.48
C$8.62
Personnel: 1 person-hour/machine-hour
0.15
Machine hours
C$16.64
C$2.49
Auto-asphalt mixers, tank capacity 3500 l
10.12
Machine hours
C$36.72
C$371.55
Personnel: 2 man-hours/machine-hour
10.12
Machine hours
C$26.62
C$269.31
Self-propelled pneumatic wheeled static rollers, weight 16 t
2.58
Machine hours
C$108.06
C$278.78
Personnel: 1 person-hour/machine-hour
2.58
Machine hours
C$16.64
C$42.93
Self-propelled pneumatic-tired static rollers, weight 30 t
0.44
Machine hours
C$117.00
C$52.21
Personnel: 1 person-hour/machine-hour
0.44
Machine hours
C$16.64
C$7.36
Watering machines, tank capacity 6 m3
1.78
Machine hours
C$50.70
C$90.12
Personnel: 1 person-hour/machine-hour
1.78
Machine hours
C$12.38
C$22.01
Flatbed trucks, load capacity up to 5 tons
0.20
Machine hours
C$22.32
C$4.35
Personnel: 1 person-hour/machine-hour
0.20
Machine hours
C$12.38
C$2.41
11
PUME_KAME_KAKAME_KAME
Plaster insulation of a horizontal concrete surface with two layers of moulded asphalt: 10 mm each
750.0
750 m²(Pavement Construction)
m2
C$31.39
C$29,782.29
C$23,543.31 +15% C$3,531.50+10% C$2,707.48
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
307.50
hrs
C$23.02
C$7,078.89
Liquid bitumen RB-1
0.15
t
C$106,568.35
C$15,985.31
Colored cotton rags
2.25
kg
C$120.48
C$271.23
Mobile electric bitumen boilers with centrifugal mixer, loading capacity 400 l
1.20
Machine hours
C$5.86
C$7.03
Asphalt concrete pavement heaters
4.88
Machine hours
C$19.22
C$93.71
Personnel: 1 person-hour/machine-hour
4.88
Machine hours
C$21.98
C$107.14
▼Kerbs & Borders1 itemsC$1,605.74
#
Code
Description
Qty
Unit
Unit Price
Total
12
NEDX_KAME_KATODX_KARI
Repair of joints between reinforced concrete ceiling slabs with rustication
120.0
120 m(Kerbs & Borders)
m
C$10.58
C$1,605.74
C$1,269.36 +15% C$190.40+10% C$145.98
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
38.81
hrs
C$31.54
C$1,224.10
Electricity
5.62
kWh
C$0.06
C$0.31
Hemp rope, twisted, impregnated, diameter 26 mm
0.01
t
C$2,896.25
C$34.76
G-3 construction gypsum
0.01
t
C$49.75
C$0.60
Ready-mixed masonry mortar, cement, M100
0.17
m3
C$38.85
C$6.53
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.17
Machine hours
C$2.83
C$0.48
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$15.39
C$2.59
▼Markings & Signage5 itemsC$11,188.01
#
Code
Description
Qty
Unit
Unit Price
Total
13
RILI_KADX_KATOPU_KAME
Applying horizontal road markings manually with an applicator to the surface of the existing pavement using polymer tape
300.0
300 m(Markings & Signage)
m
C$12.65
C$4,799.49
C$3,794.06 +15% C$569.11+10% C$436.32
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
64.11
hrs
C$24.20
C$1,551.61
Methyl ethyl ketone and ethyl acetate-based primer for applying polymer tapes for road marking to existing road surfaces
9.15
kg
C$127.03
C$1,162.34
Self-propelled marking machines with manual control for applying polymer tape, working speed up to 6 km/h
14.40
Machine hours
C$47.83
C$688.81
Personnel: 1 person-hour/machine-hour
14.40
Machine hours
C$17.65
C$254.14
Flatbed trucks, load capacity up to 5 tons
0.12
Machine hours
C$28.42
C$3.41
Personnel: 1 person-hour/machine-hour
0.12
Machine hours
C$13.14
C$1.58
Mobile screw compressors with internal combustion engines, pressure up to KA.LI MPa (7 atm), capacity up to SA.PU m3/min
4.20
Machine hours
C$18.33
C$77.00
Personnel: 1 person-hour/machine-hour
4.20
Machine hours
C$13.14
C$55.17
14
RILI_KADX_KATOPU_KAME
Applying horizontal road markings manually with an applicator to the surface of the existing pavement using polymer tape
100.0
100 m(Markings & Signage)
m
C$12.65
C$1,599.83
C$1,264.69 +15% C$189.70+10% C$145.44
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
21.37
hrs
C$24.20
C$517.20
Methyl ethyl ketone and ethyl acetate-based primer for applying polymer tapes for road marking to existing road surfaces
3.05
kg
C$127.04
C$387.45
Self-propelled marking machines with manual control for applying polymer tape, working speed up to 6 km/h
4.80
Machine hours
C$47.83
C$229.60
Personnel: 1 person-hour/machine-hour
4.80
Machine hours
C$17.65
C$84.71
Flatbed trucks, load capacity up to 5 tons
0.04
Machine hours
C$28.42
C$1.14
Personnel: 1 person-hour/machine-hour
0.04
Machine hours
C$13.14
C$0.53
Mobile screw compressors with internal combustion engines, pressure up to KA.LI MPa (7 atm), capacity up to SA.PU m3/min
1.40
Machine hours
C$18.34
C$25.67
Personnel: 1 person-hour/machine-hour
1.40
Machine hours
C$13.14
C$18.39
15
KAVO_KATO_SAPUTO_KADXm
Road sign with internal lighting (three-dimensional light)
2.0
2 pcs(Markings & Signage)
pcs
C$33.24
C$84.11
C$66.49 +15% C$9.97+10% C$7.65
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
1.90
hrs
C$21.65
C$41.14
Galvanized steel bolts with hexagonal head and galvanized hexagonal nut, bolt and nut thread diameter M8, bolt length 16-100 mm
0.30
kg
C$6.67
C$2.00
Steel clamps
1.78
kg
C$2.29
C$4.08
Auto hydraulic lifts, lifting height 12 m
0.56
Machine hours
C$19.27
C$10.79
Personnel: 1 person-hour/machine-hour
0.56
Machine hours
C$12.62
C$7.06
Flatbed trucks, load capacity up to 5 tons
0.04
Machine hours
C$22.76
C$0.91
Personnel: 1 person-hour/machine-hour
0.04
Machine hours
C$12.62
C$0.50
16
MEKA_KAPU_MEMERI_MESAm
Assistant director's communication console, up to 10 director's alarm signals, for 1 broadcast and notification directio
4.0
4 pcs(Markings & Signage)
pcs
C$331.85
C$1,679.17
C$1,327.41 +15% C$199.11+10% C$152.65
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
48.00
hrs
C$26.87
C$1,289.96
PVC insulating tape for electrical installation and repair work, black, width 19 mm, thickness KA.MEVO mm
42.12
m
C$0.16
C$6.61
Polyester bag sewing thread made of staple lavsan (raw)
0.04
kg
C$25.02
C$1.00
Tin-lead solder without antimony, grade POS40
0.40
kg
C$60.22
C$24.09
PVC-305 electrical insulation tube, diameter 6-10 mm
0.16
kg
C$11.93
C$1.91
Plastic cable marking tags U136
0.40
100 pcs
C$9.59
C$3.84
17
MEVO_KARI_KAKAME_KAPU
Installation of high-speed single-section water heaters with a heating surface of one section: up to 20 m2
2.0
2 pcs(Markings & Signage)
pcs
C$1,195.81
C$3,025.41
C$2,391.63 +15% C$358.74+10% C$275.04
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
46.40
hrs
C$29.86
C$1,385.33
Water
3.94
m3
C$6.91
C$27.22
Linen thread
0.02
kg
C$29.30
C$0.60
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
12.60
kg
C$23.29
C$293.43
Steel bolts with hexagonal head, complete with hexagonal nut and flat round washer, thread diameter M12, bolt length 16-160 mm
0.02
t
C$25,268.66
C$505.37
Rubber gaskets (pressed technical plate)
0.72
kg
C$36.27
C$26.12
MA-0115 oil paint, mummy, iron minium
0.16
kg
C$19.54
C$3.12
Mobile cranes, lifting capacity 16 t
0.32
Machine hours
C$75.79
C$24.25
Personnel: 1 person-hour/machine-hour
0.32
Machine hours
C$21.28
C$6.81
Equipment for hydraulic testing of pipelines, low pressure KA.ME MPa (1 kgf/cm2), high pressure 10 MPa (100 kgf/cm2)
0.80
Machine hours
C$0.97
C$0.78
Flatbed trucks, load capacity up to 5 tons
2.34
Machine hours
C$29.44
C$68.88
Personnel: 1 person-hour/machine-hour
2.34
Machine hours
C$15.84
C$37.05
Welding machines for manual arc welding, welding current up to 350 A
7.74
Machine hours
C$1.64
C$12.66
▼Lighting & Electrical3 itemsC$789.06
#
Code
Description
Qty
Unit
Unit Price
Total
18
KAVO_KARI_PUKATO_KAMEm
Group wire in protective sheathing or three-five-core cable: in floor slab voids
80.0
80 m(Lighting & Electrical)
m
C$3.10
C$313.37
C$247.72 +15% C$37.16+10% C$28.49
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
9.04
hrs
C$26.22
C$237.04
MA-0115 oil paint, mummy, iron minium
0.24
kg
C$5.14
C$1.23
TV-40 polyvinyl chloride plastic tubes, highest and first grade, inner diameter KA.SAKA-DX.KAKA mm
0.42
kg
C$17.59
C$7.46
Mobile cranes, lifting capacity 16 t
0.02
Machine hours
C$65.86
C$1.05
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$19.12
C$0.31
Flatbed trucks, load capacity up to 5 tons
0.02
Machine hours
C$25.58
C$0.41
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$14.23
C$0.22
19
MENE_KALI_KAKATO_KASA
Connection to existing internal heating and water supply pipe networks with a diameter of: 40 mm
1.0
1 set(Lighting & Electrical)
pcs
C$167.44
C$211.81
C$167.44 +15% C$25.12+10% C$19.26
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
4.46
hrs
C$28.72
C$128.09
Acetylene gas, technical grade
0.01
m3
C$150.07
C$1.53
Technical gaseous oxygen
0.04
m3
C$40.06
C$1.58
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
0.15
kg
C$37.11
C$5.59
Galvanized welded steel pipes for water and gas supply with threaded connection, standard, nominal diameter 40 mm, wall thickness TO.SA mm
0.40
m
C$73.66
C$29.49
Flatbed trucks, load capacity up to 5 tons
0.01
Machine hours
C$26.21
C$0.27
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$14.79
C$0.15
Gas welding and cutting equipment
0.49
Machine hours
C$0.22
C$0.11
Welding machines for manual arc welding, welding current up to 350 A
0.43
Machine hours
C$1.46
C$0.63
20
MEKA_MEKA_KAKAME_KAMEm
Video surveillance cameras: internal
4.0
4 pcs(Lighting & Electrical)
pcs
C$52.15
C$263.88
C$208.60 +15% C$31.29+10% C$23.99
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
0.02
hrs
C$22.07
C$0.44
Grade 5 worker
3.02
hrs
C$31.19
C$94.32
Grade 6 worker
3.02
hrs
C$36.46
C$110.24
Electricity
0.27
kWh
C$0.30
C$0.08
Plastic dowels, diameter 14 mm, length 70 mm
0.16
100 pcs
C$9.04
C$1.45
Self-tapping steel screws, oxidized, with countersunk head and cross-shaped slot, drill tip, diameter PU.RI mm, length 60 mm
0.16
100 pcs
C$11.92
C$1.90
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$25.00
C$0.10
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$14.40
C$0.06
▼Landscaping2 itemsC$1,549.13
#
Code
Description
Qty
Unit
Unit Price
Total
21
PULI_KARI_KAPUPU_KANE
Planting seedlings by hand with soil supplementation: heavy
25.0
25 m²(Landscaping)
pieces
C$3.43
C$108.49
C$85.77 +15% C$12.86+10% C$9.86
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
0.34
hrs
C$23.89
C$8.24
Planting seedlings by hand with soil supplementation: heavy
25.00
pieces
C$3.10
C$77.53
22
PULI_KAME_KAKADX_KALI
Planting trees and shrubs with a root ball of size: 1.0x1.0x0.6 m
5.0
5 pcs(Landscaping)
pcs
C$227.77
C$1,440.64
C$1,138.84 +15% C$170.83+10% C$130.97
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
21.52
hrs
C$25.78
C$554.81
Water
2.60
m3
C$175.60
C$456.77
Mobile cranes, lifting capacity 16 t
0.90
Machine hours
C$66.46
C$59.49
Personnel: 1 person-hour/machine-hour
0.90
Machine hours
C$18.37
C$16.44
Watering machines, tank capacity 6 m3
0.71
Machine hours
C$58.63
C$41.62
Personnel: 1 person-hour/machine-hour
0.71
Machine hours
C$13.67
C$9.70
Cost Summary
Direct Cost
380%
C$636,421.65
Overhead
+15%
C$95,463.24
Profit
+10%
C$73,188.50
Grand Total
C$167,505.45
Resource Summary
74 resourcesiAggregated materials, labor, and equipment needed for the entire project
Connection to existing internal heating and water supplC$38.19
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
192days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
205days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
216days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+29days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$167,505.45
Budget (P80)
C$178,537.97
Maximum (P95)
C$189,110.80
Contingency
+6.6%
Recommended cost reserve based on schedule risk analysis — C$11,032.52 Recommended Budget: C$178,537.97
Deterministic 176 days
P50 192 days
P80 205 days
P95 216 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 8
2,756 man-hours
11 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$974,961.21
P10
C$999,704.89
P25
C$1,031,473.24
P50
C$1,073,484.05
P80
C$1,094,043.94
P90
Cumulative Probability (S-Curve)
+4.1%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$42,010.81
Top Risk Drivers
Category
Work Item
Risk Share
Kerbs & Borders
Installation of park-type rail stops
97.1%
Lighting & Electrical
Installation of metal traffic light poles "from th
1.5%
Earthworks
Device for: vibration tablet compaction
0.4%
Earthworks
Construction of monolithic concrete side walls in
0.3%
Pavement Construction
Plaster insulation of a horizontal concrete surfac
0.3%
Drainage
Installation of prefabricated reinforced concrete
0.2%
Pavement Construction
Device for: vibration tablet compaction
0.2%
Earthworks
Unloading contaminated ballast from the train for
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
Overhead57% of total
±C$9,546.32±5.7%
Labor48% of total
±C$8,092.44±4.8%
Profit44% of total
±C$7,318.85±4.4%
Materials26% of total
±C$4,406.65±2.6%
Equipment4% of total
±C$742.45±0.4%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$80,924.37
48%
Materials
C$44,066.49
26%
Equipment
C$7,424.51
4%
Direct Cost
C$636,421.65
Overhead
C$95,463.24
57%
Profit
C$73,188.50
44%
Grand Total
C$167,505.45
100%
EUR equivalent
€104.494,98
USD equivalent
$120,430.46
GBP equivalent
£91,175.00
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
Parking · North America
Comparison of estimated cost/m² against market reference ranges
Low 500
▲ Typical 800
High 1,300
▼ Your Estimate 684 EUR/m²
Within typical range · 0.85x 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
22
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 28 verified work items from our database of 55,719 construction prices.
What work items are included in this estimate?
This BOQ includes 28 work items covering Earthworks, Drainage, Pavement Construction, Kerbs & Borders, Markings & Signage, Lighting & Electrical. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Parking Lot Construction take?
Duration depends on project size and complexity. A typical 750 m² (30 cars × 25 m²/car) 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 parking lot construction include?
Professional estimate for constructing a 2000 m² surface parking lot (approximately 50 spaces). Includes excavation, sub-base preparation, asphalt paving, concrete curbing, line marking, drainage system, lighting poles, signage, and landscaping buffer zones. Based on Toronto municipal standards.