60 m² patio + paths17 work items6 sectionsToronto, Canada
About This Project
Detailed estimate for 300 m² of exterior paving and hardscaping. Includes excavation, compacted granular base, concrete or natural stone pavers, border edging, polymeric sand jointing, permeable paving sections, steps, and drainage integration. Designed for driveways, patios, or commercial pedestrian areas.
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
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click to adjust
Material Factor
×
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Equipment Factor
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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$93,608.33Direct Cost
Labor (17%)C$19,923.18
Materials (56%)C$66,549.35
Equipment (6%)C$7,135.80
Overhead (12%)C$14,041.27
Profit (9%)C$10,764.96
Cost / m²
Labor
C$332.05
Materials
C$1,109.16
Equipment
C$118.93
Overhead
C$234.02
Profit
C$179.42
Grand Total
C$1,973.58
Materials / Labor
3.34
Direct Cost %
79.1%
15 work items across 6 categories, 68 resources
Cost Flow
6iVisual flow of the total budget through work categories, showing proportional cost distribution
Complete BOQ: 17 work items for Paving / Hardscaping
2 work item(s) not found in pricing DB for language 'en'.
Categories
6iCost distribution by work category — earthwork, structure, facade, MEP, finishes, etc.
Category
Cost
Cost / m²
Share
Edging
C$3,385.36
C$56.42
2.9%
Paving
C$45,448.88
C$757.48
38.4%
Drainage
C$7,594.63
C$126.58
6.4%
Excavation
C$41,405.72
C$690.10
35.0%
Base Course
C$19,455.92
C$324.27
16.4%
Steps (if required)
C$1,124.02
C$18.73
0.9%
Top Items
Description
Total
Construction of retaining walls from precast concrete b…
C$43,983.12
Replacement: Compact toilets
C$36,892.24
Installation of external waterproofing of walls using a…
C$15,153.96
Installation of external adhesive waterproofing of gutt…
C$4,513.48
Laying polyethylene pipes for underfloor heating with a…
C$2,890.15
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$106,573.10
↓ C$11,841.46 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$118,414.56
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$136,176.74
↑ C$17,762.18 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$118,414.56
Clicking Apply will update PPP coefficients and recalculate all line items
Project Schedule
≈1 monthsiProject timeline with critical path method (CPM), Gantt chart, and resource allocation
1
months
41
days
8
phases
2
Critical Path
8
Peak workers
815
Labor Hours
Site PreparationEarthworksStructural FrameworkWaterproofing and SealantsRoofingMEP Rough-inFlooringTesting and CommissioningCumulative Cost
Labor Hours by Phase
Structural Framework
316 hours
Earthworks
284 hours
Waterproofing and Se
101 hours
MEP Rough-in
79 hours
Site Preparation
50 hours
Testing and Commissi
50 hours
Roofing
35 hours
Flooring
1 hours
Monthly Cash Flow
2 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
78%
M1
100%
M2
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$91,832.07
77.6%
C$91,832.07
78%
M2
31–41
C$26,582.46
22.4%
C$118,414.53
100%
Daily Cash Flow
6 weeks
2%
D1
8%
D5
15%
D9
28%
D13
42%
D17
53%
D21
64%
D25
75%
D29
86%
D33
95%
D37
100%
D41
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$12,600.22
10.6%
C$12,600.22
11%
W2
D8–D14
C$24,643.85
20.8%
C$37,244.07
31%
W3
D15–D21
C$26,018.24
22.0%
C$63,262.31
53%
W4
D22–D28
C$22,220.92
18.8%
C$85,483.23
72%
W5
D29–D35
C$22,972.95
19.4%
C$108,456.18
92%
W6
D36–D41
C$9,958.35
8.4%
C$118,414.53
100%
Line Items
15 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Excavation2 itemsC$41,405.72
#
Code
Description
Qty
Unit
Unit Price
Total
1
RIDX_KARI_KASASA_KARI
Installation of external adhesive waterproofing of gutters in excavations: in 4 layers of waterproofing material
15.0
15 m³(Excavation)
m2
C$237.86
C$4,513.48
C$3,567.97 +15% C$535.20+10% C$410.32
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
34.50
hrs
C$30.47
C$1,051.19
Bitumen petroleum construction insulation BNI-IV-3, BNI-IV, BNI-V
0.29
t
C$7,518.15
C$2,153.97
Gravel M 400-1000, fraction 5(3)-10 mm
0.34
m3
C$685.17
C$236.41
Heavy concrete wall blocks, dimensions 390x190x188 mm, grade 200
0.00
m3
C$1,609.38
C$7.22
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 44-50 mm, grade III
0.01
m3
C$3,668.25
C$49.54
Mobile cranes, lifting capacity 16 t
0.07
Machine hours
C$74.27
C$4.90
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$21.40
C$1.41
Mobile electric bitumen boilers with centrifugal agitator, loading capacity 1000 l
6.02
Machine hours
C$8.11
C$48.81
Flatbed trucks, load capacity up to 10 tons
0.25
Machine hours
C$41.41
C$10.50
Personnel: 1 person-hour/machine-hour
0.25
Machine hours
C$15.93
C$4.04
2
NESA_KAME_KAKANE_MERI
Replacement: Compact toilets
65.0
65 m²(Excavation)
pcs
C$448.67
C$36,892.24
C$29,163.83 +15% C$4,374.57+10% C$3,353.84
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
268.25
hrs
C$25.88
C$6,941.88
Linen thread
0.68
kg
C$287.42
C$196.09
Self-tapping steel screws with a semi-circular head and a straight slot, pointed, diameter 6 mm, length 40 mm
0.01
t
C$204,375.16
C$1,328.49
Expanding gypsum-clay cement
0.01
t
C$67,019.00
C$871.29
MA-0115 oil paint, mummy, iron minium
1.69
kg
C$191.61
C$323.69
Polyvinyl chloride bushings
2.60
100 pcs
C$7,490.37
C$19,475.01
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.49
Machine hours
C$2.42
C$1.18
Personnel: 1 person-hour/machine-hour
0.49
Machine hours
C$12.92
C$6.30
Flatbed trucks, load capacity up to 5 tons
0.49
Machine hours
C$26.27
C$12.81
Personnel: 1 person-hour/machine-hour
0.49
Machine hours
C$14.54
C$7.09
▼Base Course3 itemsC$19,455.92
#
Code
Description
Qty
Unit
Unit Price
Total
3
RIDX_KARI_MEKATO_KAME
Installation of external waterproofing of walls using a 2 mm thick membrane: in two layers, with two layers of geotextil
65.0
65 m²(Base Course)
m2
C$184.30
C$15,153.96
C$11,979.42 +15% C$1,796.91+10% C$1,377.63
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
1.61
hrs
C$31.29
C$50.44
Grade 3 worker
49.89
hrs
C$34.17
C$1,704.80
Grade 4 worker
48.66
hrs
C$38.48
C$1,872.61
Water
3.90
m3
C$4.18
C$16.29
Electricity
0.25
kWh
C$0.68
C$0.17
Self-adhesive PVC waterproofing sealing tapes for sectioning the waterproofing of a repairable PVC membrane system, laminated on one side with a layer of geotextile, the side projections of which are designed to be glued to the base, gray in color, width excluding geotextile projections 180 mm, total width 220 mm, thickness excluding geotextile ME.LI mm, flammability group G4, ignitability group B3
22.72
m
C$230.11
C$5,228.93
Polypropylene anchor dowel nails with flange, diameter 6 mm, length 40 mm
0.46
100 pcs
C$21.54
C$9.95
Medium-density polyethylene injection tube for ground strand anchors
65.65
m
C$9.08
C$595.83
PVC roundels, outer diameter 75 mm, inner diameter 25 mm, thickness 10 mm
4.62
10 pcs
C$51.83
C$239.17
Two-component epoxy adhesive for external reinforcement systems, thixotropic mixture of bisphenol A/F epoxy resins, active diluents, fillers, pigments, target additives (component A), aliphatic amine hardener (component B), density at 20 °C not more than ME.VOSA g/cm3, adhesion to concrete B30 not less than RI.SA MPa, color gray
8.74
kg
C$218.54
C$1,910.63
Fitting for steel pipelines, length 200 mm
6.50
pcs
C$34.40
C$223.57
Mobile cranes, lifting capacity 16 t
0.23
Machine hours
C$94.83
C$22.19
Personnel: 1 person-hour/machine-hour
0.23
Machine hours
C$27.42
C$6.42
Flatbed trucks, load capacity up to 10 tons
0.13
Machine hours
C$52.87
C$6.87
Personnel: 1 person-hour/machine-hour
0.13
Machine hours
C$20.41
C$2.65
Automatic welding machines for polymer coatings, power PU.NE kW
24.70
Machine hours
C$3.60
C$88.91
4
RILI_KAPU_KAKADX_KAME
Construction of 12 cm thick bases from crushed stone with a fraction of 70-120 mm: single-layer
65.0
65 m²(Base Course)
m2
C$18.85
C$1,549.94
C$1,225.25 +15% C$183.79+10% C$140.90
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
3.46
hrs
C$17.16
C$59.32
Water
1.95
m3
C$9.48
C$18.48
Crushed rock from dense rock formations for construction work M 600, fraction 20-40 mm
0.65
m3
C$413.44
C$268.72
Crushed stone from dense rock for construction work M 600, fraction 40-80(70) mm
1.48
m3
C$401.75
C$592.78
Bulldozers, power 79 kW (108 hp)
0.17
Machine hours
C$60.25
C$10.14
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$14.38
C$2.42
Medium-duty motor graders, power 99 kW (135 hp)
0.18
Machine hours
C$128.36
C$23.37
Personnel: 1 person-hour/machine-hour
0.18
Machine hours
C$14.38
C$2.62
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.20
Machine hours
C$79.68
C$15.54
Personnel: 1 person-hour/machine-hour
0.20
Machine hours
C$12.31
C$2.40
Self-propelled smooth vibratory rollers, weight 13 t
0.88
Machine hours
C$115.35
C$101.74
Personnel: 1 person-hour/machine-hour
0.88
Machine hours
C$14.38
C$12.68
Self-propelled smooth vibratory rollers, weight 18 t
0.64
Machine hours
C$130.60
C$83.19
Personnel: 1 person-hour/machine-hour
0.64
Machine hours
C$14.38
C$9.16
Watering machines, tank capacity 6 m3
0.29
Machine hours
C$67.73
C$19.59
Personnel: 1 person-hour/machine-hour
0.29
Machine hours
C$10.70
C$3.09
5
PURI_KAME_KAKANE_KAME
Installation of a dry bedding layer of crushed stone (gravel, sand) by hand with a thickness of 20 cm
60.0
60 m²(Base Course)
m2
C$36.26
C$2,752.02
C$2,175.51 +15% C$326.33+10% C$250.18
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
19.50
hrs
C$24.09
C$469.66
Crawler cranes, lifting capacity 25 t
0.72
Machine hours
C$96.76
C$69.67
Personnel: 1 person-hour/machine-hour
0.72
Machine hours
C$18.62
C$13.41
Installation of a dry bedding layer of crushed stone (gravel, sand) by hand with
60.00
m2
C$27.05
C$1,622.77
▼Edging2 itemsC$3,385.36
#
Code
Description
Qty
Unit
Unit Price
Total
6
RILI_KARI_KAMEKA_KADX
Installation of concrete lawn and garden curbs: for other types of pavements
35.0
35 m(Edging)
m
C$27.07
C$1,198.38
C$947.33 +15% C$142.10+10% C$108.94
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
11.43
hrs
C$22.46
C$256.77
Grade 3 worker
5.59
hrs
C$24.53
C$137.09
Grade 4 worker
5.59
hrs
C$27.63
C$154.41
Ready-mixed masonry mortar, cement, M100
0.00
m3
C$3,744.01
C$13.10
Edged board of coniferous species, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 25 mm, grade II
0.04
m3
C$10,758.92
C$376.51
Flatbed trucks, load capacity up to 6 tons, with crane-manipulator, load capacity ME.SA tons
0.11
Machine hours
C$42.19
C$4.72
Personnel: 1 person-hour/machine-hour
0.11
Machine hours
C$14.65
C$1.64
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket KA.PUNE m3, load capacity 1 t
0.07
Machine hours
C$29.44
C$2.06
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$14.65
C$1.03
7
RILI_KARI_KAMESA_KARI
Installation of monolithic concrete curbs using a concrete paver-leveler with sliding forms: on a straight section
35.0
35 m(Edging)
m
C$49.40
C$2,186.98
C$1,728.83 +15% C$259.33+10% C$198.82
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
7.32
hrs
C$25.03
C$183.12
Water
0.10
m3
C$12.98
C$1.33
Plasticizing additive for concrete mixes
0.04
t
C$27,327.65
C$956.47
Butyl rubber sealing mastic, viscoelastic
2.45
kg
C$68.05
C$166.73
Single-bucket universal front pneumatic wheel loaders, nominal capacity of the main bucket RI.TO m3, load capacity 4 t
0.17
Machine hours
C$79.20
C$13.86
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$15.62
C$2.73
Concrete pavers with sliding forms, power 70 kW (92 hp)
0.94
Machine hours
C$338.88
C$320.24
Personnel: 2 man-hours/machine-hour
0.94
Machine hours
C$37.74
C$35.66
Watering machines, tank capacity 6 m3
0.10
Machine hours
C$71.34
C$7.49
Personnel: 1 person-hour/machine-hour
0.10
Machine hours
C$13.59
C$1.42
Pneumatic-tired tractors, power 59 kW (80 hp)
0.88
Machine hours
C$31.85
C$27.87
Personnel: 1 person-hour/machine-hour
0.88
Machine hours
C$13.59
C$11.89
▼Paving3 itemsC$45,448.88
#
Code
Description
Qty
Unit
Unit Price
Total
8
TOKA_KAVO_KAKAVO_KAPU
Construction of retaining walls from precast concrete blocks at embankment height: up to 6 m
60.0
60 m²(Paving)
m3
C$579.49
C$43,983.12
C$34,769.27 +15% C$5,215.39+10% C$3,998.47
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
171.00
hrs
C$18.45
C$3,154.40
Water
3.00
m3
C$110.15
C$330.59
Resin-impregnated tow
1.80
kg
C$338.03
C$608.63
Ready-mixed masonry mortar, cement, M150
1.80
m3
C$13,160.28
C$23,688.42
Pneumatic wheeled cranes, lifting capacity 30 t
69.60
Machine hours
C$84.66
C$5,892.25
Personnel: 1 person-hour/machine-hour
69.60
Machine hours
C$15.42
C$1,072.93
Flatbed trucks, load capacity up to 5 tons
0.60
Machine hours
C$26.01
C$15.60
Personnel: 1 person-hour/machine-hour
0.60
Machine hours
C$10.75
C$6.45
9
MESA_KAME_KAMEDX_KADX
Installation of border and frieze ceramic tiles when tiling walls on brick and concrete: on mortar
35.0
35 m(Paving)
m
C$22.97
C$1,016.88
C$803.85 +15% C$120.58+10% C$92.44
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
2nd grade worker
0.29
hrs
C$21.89
C$6.28
Grade 3 worker
0.42
hrs
C$23.90
C$10.04
Grade 4 worker
6.04
hrs
C$26.92
C$162.55
Water
0.00
m3
C$13,493.40
C$69.23
Electricity
0.14
kWh
C$2,209.79
C$346.14
Colored cotton rags
0.01
kg
C$27,800.24
C$207.69
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.01
Machine hours
C$2.38
C$0.02
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$12.69
C$0.08
Flatbed trucks, load capacity up to 5 tons
0.05
Machine hours
C$25.77
C$1.17
Personnel: 1 person-hour/machine-hour
0.05
Machine hours
C$14.28
C$0.65
10
KAME_KARI_KAMEPU_KAPU
Soil compaction with vibratory plates, soil group: 3-4
60.0
60 m²(Paving)
m3
C$5.91
C$448.88
C$354.85 +15% C$53.23+10% C$40.81
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
14.83
hrs
C$22.87
C$339.16
Vibratory plates with internal combustion engine, power up to 6 kW (8 hp)
7.50
Machine hours
C$2.09
C$15.69
▼Drainage3 itemsC$7,594.63
#
Code
Description
Qty
Unit
Unit Price
Total
11
RILI_KARI_KATOTO_KAME
Installation of polymer concrete drainage channels on prepared foundations, hydraulic section diameter: up to 110 mm
3.0
3 m(Drainage)
m
C$595.14
C$2,258.55
C$1,785.42 +15% C$267.81+10% C$205.32
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 1 worker
0.00
hrs
C$19.85
C$0.05
2nd grade worker
0.10
hrs
C$21.63
C$2.28
Grade 3 worker
2.27
hrs
C$23.62
C$53.66
Grade 4 worker
1.09
hrs
C$26.61
C$29.00
Anthracene oil
0.00
t
C$100,771.96
C$91.02
Bitumen-polymer jointing strips for road surfaces made of asphalt concrete mixtures, dimensions 50x5 mm
6.24
m
C$145.85
C$910.20
Self-tapping phosphated steel screws with countersunk head and cross-shaped slot, pointed, diameter PU.RI mm, length 65 mm
0.06
1000 pcs
C$3,603.85
C$209.85
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB
0.00
m3
C$151,619.57
C$136.53
Edged board of coniferous species, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 25 mm, grade II
0.00
m3
C$53,970.00
C$258.73
Single-component polyurethane structural sealant, water-resistant, resistant to UV radiation and aggressive environments, for inter-panel and inter-block joints, prefabricated structure connection nodes, roof joints, and building structure joints
0.04
kg
C$2,418.62
C$86.81
Sideboard trucks, load capacity up to 12 tons, with crane-manipulator, load capacity ME.SA tons
0.06
Machine hours
C$49.26
C$2.72
Personnel: 1 person-hour/machine-hour
0.06
Machine hours
C$16.22
C$0.90
Deep vibrators
0.06
Machine hours
C$0.56
C$0.03
Concrete mixer trucks, drum capacity 6 m3
0.06
Machine hours
C$45.27
C$2.69
Personnel: 1 person-hour/machine-hour
0.06
Machine hours
C$16.22
C$0.96
12
RIVO_MEME_KATONE_KAMEm
Automatic machine for: removing bottles from crates
1.0
1 pcs(Drainage)
pcs
C$1,933.54
C$2,445.93
C$1,933.54 +15% C$290.03+10% C$222.36
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
71.80
hrs
C$24.52
C$1,760.51
Electricity
9.90
kWh
C$0.29
C$2.89
Mobile cranes, lifting capacity 16 t
1.31
Machine hours
C$64.72
C$84.78
Personnel: 1 person-hour/machine-hour
1.31
Machine hours
C$18.73
C$24.54
Electric winches with pulling force up to TOME.TODX kN (TO.RI t)
12.06
Machine hours
C$0.80
C$9.63
Flatbed trucks, load capacity up to 5 tons
1.31
Machine hours
C$25.13
C$32.92
Personnel: 1 person-hour/machine-hour
1.31
Machine hours
C$13.94
C$18.27
13
MEPU_KARI_KAKALI_KAME
Laying polyethylene pipes for underfloor heating with a diameter of up to 50 mm with connections: on flanges
5.0
5 m(Drainage)
m
C$456.94
C$2,890.15
C$2,284.71 +15% C$342.71+10% C$262.74
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
1.01
hrs
C$26.28
C$26.67
Water
0.10
m3
C$2,716.70
C$264.83
Metal flange for polypropylene pipes, nominal pressure ME.KA MPa, diameter 40 mm
0.14
pcs
C$14,777.57
C$1,993.16
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$27.51
C$0.03
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$14.26
C$0.02
▼Steps (if required)2 itemsC$1,124.02
#
Code
Description
Qty
Unit
Unit Price
Total
14
TOSA_KAME_SAMELI_KATO
Installation of closed concrete block supports in inclined workings up to 13 degrees, cross-sectional area: over 20 m2
1.0
1 set(Steps (if required))
m3
C$834.04
C$1,055.07
C$834.05 +15% C$125.11+10% C$95.92
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
9.49
hrs
C$24.08
C$228.48
Mine props made of coniferous wood (pine, fir), length KA.DX-PU m, diameter 7-24 cm
0.03
m3
C$1,496.57
C$49.55
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 25 mm, grade I
0.04
m3
C$9,485.20
C$377.55
Mine cranes, tubing layers, internal diameter of casing SA.ME m
1.34
Machine hours
C$131.72
C$177.02
Non-tipping mine cars, capacity RI.SA m3
2.81
Machine hours
C$0.51
C$1.45
15
RILI_KALI_KAMESA_KAPU
Laying tactile paving slabs on a layer of dry cement-sand mixture by hand, slab size: 500x500x80 mm
2.0
2 m²(Steps (if required))
pcs
C$27.25
C$68.95
C$54.50 +15% C$8.18+10% C$6.27
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
0.73
hrs
C$19.47
C$14.21
Water
0.01
m3
C$6,704.90
C$34.40
Watering machines, tank capacity 6 m3
0.02
Machine hours
C$58.51
C$1.05
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$12.70
C$0.22
Flatbed trucks, load capacity up to 5 tons
0.12
Machine hours
C$25.76
C$3.09
Personnel: 1 person-hour/machine-hour
0.12
Machine hours
C$12.70
C$1.52
Cost Summary
Direct Cost
79%
C$93,608.33
Overhead
+15%
C$14,041.27
Profit
+10%
C$10,764.96
Grand Total
C$118,414.56
Resource Summary
68 resourcesiAggregated materials, labor, and equipment needed for the entire project
Materials to Order (35)
Resource
Unit
Qty
Unit Price
Cost
Ready-mixed masonry mortar, cement, M150
m3
1.80
C$13,160.23
C$23,688.42
Polyvinyl chloride bushings
100 pcs
2.60
C$7,490.39
C$19,475.01
Self-adhesive PVC waterproofing sealing tapes for sectioning the water
m
22.72
C$230.11
C$5,228.93
Bitumen petroleum construction insulation BNI-IV-3, BNI-IV, BNI-V
t
0.29
C$7,518.22
C$2,153.97
Metal flange for polypropylene pipes, nominal pressure ME.KA MPa, diam
pcs
0.14
C$14,764.15
C$1,993.16
Two-component epoxy adhesive for external reinforcement systems, thixo
kg
8.74
C$218.54
C$1,910.63
Installation of a dry bedding layer of crushed stone (gravel, sand) by
m2
60.00
C$27.05
C$1,622.77
Self-tapping steel screws with a semi-circular head and a straight slo
t
0.01
C$204,383.08
C$1,328.49
Plasticizing additive for concrete mixes
t
0.04
C$27,327.71
C$956.47
Bitumen-polymer jointing strips for road surfaces made of asphalt conc
m
6.24
C$145.87
C$910.20
Expanding gypsum-clay cement
t
0.01
C$67,022.31
C$871.29
Water
m3
9.06
C$81.10
C$735.15
Edged board of coniferous species, natural moisture content, length RI
m3
0.04
C$15,960.80
C$635.24
Resin-impregnated tow
kg
1.80
C$338.13
C$608.63
Medium-density polyethylene injection tube for ground strand anchors
m
65.65
C$9.08
C$595.83
Crushed stone from dense rock for construction work M 600, fraction 40
m3
1.48
C$401.75
C$592.78
Edged softwood boards, natural moisture content, length RI-NE.SA m, wi
m3
0.04
C$9,486.18
C$377.55
Electricity
kWh
10.30
C$33.91
C$349.20
MA-0115 oil paint, mummy, iron minium
kg
1.69
C$191.53
C$323.69
Crushed rock from dense rock formations for construction work M 600, f
m3
0.65
C$413.42
C$268.72
PVC roundels, outer diameter 75 mm, inner diameter 25 mm, thickness 10
10 pcs
4.62
C$51.82
C$239.17
Gravel M 400-1000, fraction 5(3)-10 mm
m3
0.34
C$685.25
C$236.41
Fitting for steel pipelines, length 200 mm
pcs
6.50
C$34.40
C$223.57
Self-tapping phosphated steel screws with countersunk head and cross-s
1000 pcs
0.06
C$3,605.67
C$209.85
Colored cotton rags
kg
0.01
C$29,670.00
C$207.69
Linen thread
kg
0.68
C$287.31
C$196.09
Butyl rubber sealing mastic, viscoelastic
kg
2.45
C$68.05
C$166.73
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB
m3
0.00
C$151,700.00
C$136.53
Anthracene oil
t
0.00
C$101,133.33
C$91.02
Single-component polyurethane structural sealant, water-resistant, res
kg
0.04
C$2,411.39
C$86.81
Grand Total
C$66,549.36
Labor Requirements (7)
Resource
Unit
Qty
Unit Price
Cost
Worker Category 1
hrs
601.89
C$23.64
C$14,228.60
Grade 4 worker
hrs
61.38
C$36.15
C$2,218.57
Grade 3 worker
hrs
58.18
C$32.76
C$1,905.59
Personnel: 1 person-hour/machine-hour
Machine hours
79.20
C$15.39
C$1,218.94
2nd grade worker
hrs
13.44
C$23.50
C$315.77
Personnel: 2 man-hours/machine-hour
Machine hours
0.94
C$37.74
C$35.66
Grade 1 worker
hrs
0.00
C$20.83
C$0.05
Grand Total
C$19,923.18
Equipment Requirements (26)
Resource
Unit
Qty
Unit Price
Cost
Pneumatic wheeled cranes, lifting capacity 30 t
Machine hours
69.60
C$84.66
C$5,892.25
Concrete pavers with sliding forms, power 70 kW (92 hp)
Machine hours
0.94
C$338.88
C$320.24
Mine cranes, tubing layers, internal diameter of casing SA.ME m
Machine hours
1.34
C$131.71
C$177.02
Mobile cranes, lifting capacity 16 t
Machine hours
1.61
C$69.48
C$111.87
Self-propelled smooth vibratory rollers, weight 13 t
Machine hours
0.88
C$115.34
C$101.74
Automatic welding machines for polymer coatings, power PU.NE kW
Machine hours
24.70
C$3.60
C$88.91
Self-propelled smooth vibratory rollers, weight 18 t
Machine hours
0.64
C$130.60
C$83.19
Crawler cranes, lifting capacity 25 t
Machine hours
0.72
C$96.76
C$69.67
Flatbed trucks, load capacity up to 5 tons
Machine hours
2.56
C$25.59
C$65.62
Mobile electric bitumen boilers with centrifugal agitator, loading cap
Machine hours
6.02
C$8.11
C$48.81
Watering machines, tank capacity 6 m3
Machine hours
0.41
C$68.23
C$28.13
Pneumatic-tired tractors, power 59 kW (80 hp)
Machine hours
0.88
C$31.85
C$27.87
Medium-duty motor graders, power 99 kW (135 hp)
Machine hours
0.18
C$128.41
C$23.37
Flatbed trucks, load capacity up to 10 tons
Machine hours
0.38
C$45.29
C$17.37
Vibratory plates with internal combustion engine, power up to 6 kW (8
Machine hours
7.50
C$2.09
C$15.69
Universal front-end pneumatic wheeled single-bucket loaders, nominal c
Machine hours
0.20
C$79.69
C$15.54
Single-bucket universal front pneumatic wheel loaders, nominal capacit
Machine hours
0.17
C$79.20
C$13.86
Bulldozers, power 79 kW (108 hp)
Machine hours
0.17
C$60.25
C$10.14
Electric winches with pulling force up to TOME.TODX kN (TO.RI t)
Machine hours
12.06
C$0.80
C$9.63
Flatbed trucks, load capacity up to 6 tons, with crane-manipulator, lo
Machine hours
0.11
C$42.14
C$4.72
Grand Total
C$7,135.79
Material Alternatives
iAlternative materials with approximate price difference. Percentages show material cost change relative to the current specification.
Construction of retaining walls from precast concrete bC$24,627.64
Monte Carlo · 10KiMonte Carlo simulation (10,000 iterations) showing completion probability at different confidence levels
45days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
50days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
55days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+9days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$118,414.56
Budget (P80)
C$130,787.44
Maximum (P95)
C$142,644.78
Contingency
+10.4%
Recommended cost reserve based on schedule risk analysis — C$12,372.88 Recommended Budget: C$130,787.44
Deterministic 41 days
P50 45 days
P80 50 days
P95 55 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 8
815 man-hours
2 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$145,562.86
P10
C$148,436.29
P25
C$151,915.09
P50
C$156,254.02
P80
C$158,592.93
P90
Cumulative Probability (S-Curve)
+2.9%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$4,338.92
Top Risk Drivers
Category
Work Item
Risk Share
Excavation
Replacement: Compact toilets
49.0%
Paving
Construction of retaining walls from precast concr
44.1%
Base Course
Installation of external waterproofing of walls us
5.3%
Excavation
Installation of external adhesive waterproofing of
0.7%
Base Course
Installation of a dry bedding layer of crushed sto
0.2%
Drainage
Laying polyethylene pipes for underfloor heating w
0.2%
Base Course
Construction of 12 cm thick bases from crushed sto
0.1%
Edging
Installation of monolithic concrete curbs using a
0.1%
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
Materials56% of total
±C$6,654.94±5.6%
Labor17% of total
±C$1,992.32±1.7%
Overhead12% of total
±C$1,404.13±1.2%
Profit9% of total
±C$1,076.50±0.9%
Equipment6% of total
±C$713.58±0.6%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$19,923.18
17%
Materials
C$66,549.35
56%
Equipment
C$7,135.80
6%
Direct Cost
C$93,608.33
Overhead
C$14,041.27
12%
Profit
C$10,764.96
9%
Grand Total
C$118,414.56
100%
EUR equivalent
€73.870,59
USD equivalent
$85,135.86
GBP equivalent
£64,454.31
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 1,257 EUR/m²
Significantly below range · 0.50x 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
15
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 17 verified work items from our database of 55,719 construction prices.
What work items are included in this estimate?
This BOQ includes 17 work items covering Excavation, Base Course, Edging, Paving, Drainage, Steps (if required). Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Paving / Hardscaping take?
Duration depends on project size and complexity. A typical 60 m² patio + paths project takes approximately 2 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 paving / hardscaping include?
Detailed estimate for 300 m² of exterior paving and hardscaping. Includes excavation, compacted granular base, concrete or natural stone pavers, border edging, polymeric sand jointing, permeable paving sections, steps, and drainage integration. Designed for driveways, patios, or commercial pedestrian areas.