Sewage / Drainage System Cost Estimate — 250 m pipeline
250 m pipeline26 work items6 sectionsToronto, Canada
About This Project
Cost estimate for a 500-metre sewage and drainage system. Covers trench excavation, PVC sewer pipe installation, manholes, inspection chambers, house connections, bedding and backfill, CCTV survey, pressure testing, and surface restoration. Designed to meet Canadian wastewater collection 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
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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$1,136,180.39Direct Cost
Labor (34%)C$30,533.54
Materials (38%)C$34,214.82
Equipment (6%)C$5,692.81
Overhead (191%)C$170,427.07
Profit (147%)C$130,660.77
Cost / m²
Labor
C$122.13
Materials
C$136.86
Equipment
C$22.77
Overhead
C$681.71
Profit
C$522.64
Grand Total
C$356.43
Materials / Labor
1.12
Direct Cost %
1275.1%
14 work items across 5 categories, 59 resources
Cost Flow
5iVisual flow of the total budget through work categories, showing proportional cost distribution
Complete BOQ: 26 work items for Sewage / Drainage System
5 work item(s) not found in pricing DB for language 'en'.
Categories
5iCost distribution by work category — earthwork, structure, facade, MEP, finishes, etc.
Category
Cost
Cost / m²
Share
Testing
C$2,976.19
C$11.90
3.3%
Manholes
C$130,529.11
C$522.12
146.5%
Excavation
C$1,088,978.20
C$4,355.91
1222.1%
Preparation
C$3,706.85
C$14.83
4.2%
Pipe Installation
C$211,077.89
C$844.31
236.9%
Top Items
Description
Total
Installation of external adhesive waterproofing of gutt…
C$30,089.88
Laying of chrysotile cement perforated drainage pipes w…
C$15,047.70
Dismantling of wooden 35-110 kV power line supports: AP…
C$10,275.60
Insulation of pipe joints insulated with polyurethane f…
C$6,657.08
Installation of manhole covers in wells: on the roadway
C$6,265.60
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$80,197.30
↓ C$8,910.81 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$89,108.11
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$102,474.33
↑ C$13,366.22 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$89,108.11
Clicking Apply will update PPP coefficients and recalculate all line items
Project Schedule
≈2 monthsiProject timeline with critical path method (CPM), Gantt chart, and resource allocation
2
months
59
days
8
phases
2
Critical Path
9
Peak workers
1,136
Labor Hours
Site PreparationEarthworksStructural FrameworkWaterproofing and SealantsRoofing SystemMEP Rough-inFlooring InstallationTesting and CommissioningCumulative Cost
Labor Hours by Phase
Structural Framework
553 hours
Roofing System
232 hours
Waterproofing and Se
138 hours
MEP Rough-in
99 hours
Testing and Commissi
81 hours
Site Preparation
50 hours
Earthworks
34 hours
Flooring Installatio
0 hours
Monthly Cash Flow
2 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
53%
M1
100%
M2
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$47,060.63
52.8%
C$47,060.63
53%
M2
31–59
C$42,047.48
47.2%
C$89,108.11
100%
Daily Cash Flow
9 weeks
1%
D1
6%
D6
13%
D11
28%
D16
41%
D21
49%
D26
54%
D31
59%
D36
69%
D41
79%
D46
88%
D51
96%
D56
100%
D59
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$6,194.42
7.0%
C$6,194.42
7%
W2
D8–D14
C$12,797.13
14.4%
C$18,991.55
21%
W3
D15–D21
C$17,382.35
19.5%
C$36,373.90
41%
W4
D22–D28
C$8,919.89
10.0%
C$45,293.79
51%
W5
D29–D35
C$6,183.94
6.9%
C$51,477.73
58%
W6
D36–D42
C$11,585.99
13.0%
C$63,063.72
71%
W7
D43–D49
C$12,486.33
14.0%
C$75,550.05
85%
W8
D50–D56
C$9,633.30
10.8%
C$85,183.34
96%
W9
D57–D59
C$3,924.77
4.4%
C$89,108.11
100%
Line Items
14 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Preparation2 itemsC$3,357.28
#
Code
Description
Qty
Unit
Unit Price
Total
1
RILI_KALI_KAMESA_KAME
Laying of ground tactile slabs on a layer of dry cement-sand mixture using a loader, slab size: 300x300x80 mm
1.0
1 set(Preparation)
pcs
C$9.47
C$11.98
C$9.47 +15% C$1.42+10% C$1.09
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
0.12
hrs
C$21.52
C$2.69
Forklift trucks, load capacity 5 t
0.00
Machine hours
C$40.29
C$0.04
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$15.70
C$0.02
Watering machines, tank capacity 6 m3
0.01
Machine hours
C$57.90
C$0.29
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$13.65
C$0.07
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$25.49
C$0.06
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$13.65
C$0.03
Laying of ground tactile slabs on a layer of dry cement-sand mixture using a loa
1.00
pcs
C$6.28
C$6.28
2
NEDX_KAME_KATODX_KARI
Repair of joints between reinforced concrete ceiling slabs with rustication
250.0
250 m(Preparation)
m
C$10.58
C$3,345.30
C$2,644.50 +15% C$396.68+10% C$304.12
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
80.85
hrs
C$31.54
C$2,550.21
Electricity
11.70
kWh
C$0.06
C$0.65
Hemp rope, twisted, impregnated, diameter 26 mm
0.03
t
C$2,896.32
C$72.41
G-3 construction gypsum
0.03
t
C$49.75
C$1.24
Ready-mixed masonry mortar, cement, M100
0.35
m3
C$38.85
C$13.60
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.35
Machine hours
C$2.85
C$1.00
Personnel: 1 person-hour/machine-hour
0.35
Machine hours
C$15.39
C$5.39
▼Excavation1 itemsC$30,089.88
#
Code
Description
Qty
Unit
Unit Price
Total
3
RIDX_KARI_KASASA_KARI
Installation of external adhesive waterproofing of gutters in excavations: in 4 layers of waterproofing material
100.0
100 m³(Excavation)
m2
C$237.86
C$30,089.88
C$23,786.47 +15% C$3,567.97+10% C$2,735.44
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
229.99
hrs
C$30.47
C$7,007.92
Bitumen petroleum construction insulation BNI-IV-3, BNI-IV, BNI-V
1.91
t
C$7,518.23
C$14,359.84
Gravel M 400-1000, fraction 5(3)-10 mm
2.30
m3
C$685.18
C$1,575.93
Heavy concrete wall blocks, dimensions 390x190x188 mm, grade 200
0.03
m3
C$1,609.40
C$48.30
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 44-50 mm, grade III
0.09
m3
C$3,668.29
C$330.14
Mobile cranes, lifting capacity 16 t
0.44
Machine hours
C$74.27
C$32.68
Personnel: 1 person-hour/machine-hour
0.44
Machine hours
C$21.40
C$9.42
Mobile electric bitumen boilers with centrifugal agitator, loading capacity 1000 l
40.14
Machine hours
C$8.11
C$325.34
Flatbed trucks, load capacity up to 10 tons
1.69
Machine hours
C$41.41
C$69.98
Personnel: 1 person-hour/machine-hour
1.69
Machine hours
C$15.93
C$26.92
▼Pipe Installation4 itemsC$30,105.78
#
Code
Description
Qty
Unit
Unit Price
Total
4
MENE_KAME_KAKAPU_KAMECON
Laying cast iron sewer pipes with a diameter of in trenches: 50 mm
50.0
50 m(Pipe Installation)
m
C$39.88
C$2,522.16
C$1,993.80 +15% C$299.07+10% C$229.29
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
33.50
hrs
C$26.29
C$880.73
Water
0.20
m3
C$1.84
C$0.36
Expanding gypsum-clay cement
0.01
t
C$1,823.54
C$9.12
Cast iron sewer pipes, length 2 m, nominal diameter 50 mm, wall thickness 4 mm
50.00
m
C$20.81
C$1,040.34
Cast iron slip joint, nominal diameter 50 mm
5.00
pcs
C$10.28
C$51.43
Mobile cranes, lifting capacity 16 t
0.06
Machine hours
C$66.00
C$3.69
Personnel: 1 person-hour/machine-hour
0.06
Machine hours
C$19.39
C$1.07
Flatbed trucks, load capacity up to 5 tons
0.17
Machine hours
C$26.02
C$4.55
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$14.43
C$2.53
5
RIPU_KAME_KASAKA_KAME
Insulation of pipe joints insulated with polyurethane foam (PUF) using non-detachable mastic couplings by pouring, diame
80.0
80 pcs(Pipe Installation)
joints
C$65.78
C$6,657.08
C$5,262.51 +15% C$789.38+10% C$605.19
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 5 worker
137.52
hrs
C$31.15
C$4,283.68
Propane-butane technical mixture
258.40
kg
C$2.93
C$757.03
Electricity
13.92
kWh
C$0.30
C$4.18
Waterproof fabric-backed sanding sheet
3.20
m2
C$45.07
C$144.22
Colored cotton rags
5.68
kg
C$3.78
C$21.50
Technical acetone, grade I
7.44
kg
C$4.26
C$31.70
Flatbed trucks, load capacity up to 5 tons
0.32
Machine hours
C$25.93
C$8.29
Personnel: 1 person-hour/machine-hour
0.32
Machine hours
C$14.38
C$4.60
Mobile piston compressors with electric motor, pressure up to KA.NE MPa (6 atm), capacity up to KA.VOTO m3/min
10.48
Machine hours
C$0.70
C$7.31
6
RIRI_KANE_KAKASA_KAPU
Connection to existing networks of steel pipes with steel fittings (pipes) with a diameter of: 150 mm
25.0
25 pcs(Pipe Installation)
pcs
C$185.89
C$5,878.84
C$4,647.30 +15% C$697.10+10% C$534.44
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
70.25
hrs
C$26.80
C$1,882.97
Acetylene gas, technical grade
2.25
m3
C$22.12
C$49.76
Technical gaseous oxygen
12.75
m3
C$5.90
C$75.27
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
10.25
kg
C$5.47
C$56.07
Straight seam electric welded steel pipes made of St2 and St10 steel, outer diameter 159 mm, wall thickness 4 mm
10.00
m
C$37.16
C$371.56
Flatbed trucks, load capacity up to 5 tons
6.25
Machine hours
C$22.90
C$143.13
Personnel: 1 person-hour/machine-hour
6.25
Machine hours
C$12.70
C$79.39
Welding units for manual arc welding on a tractor, welding current up to 250 A, number of stations 2, tractor power 79 kW (108 hp)
29.25
Machine hours
C$53.30
C$1,559.02
Personnel: 1 person-hour/machine-hour
29.25
Machine hours
C$14.61
C$427.20
Gas welding and cutting equipment
15.00
Machine hours
C$0.20
C$2.94
7
TOVO_KAME_KAMEKA_KAME
Laying of chrysotile cement perforated drainage pipes with a diameter of: 300 mm
250.0
250 m(Pipe Installation)
m
C$47.58
C$15,047.70
C$11,895.42 +15% C$1,784.31+10% C$1,367.97
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
80.30
hrs
C$21.71
C$1,743.32
Chrysotile cement coupling for non-pressure pipes BNM, nominal diameter 300 mm
63.50
pcs
C$138.19
C$8,775.02
Mobile cranes, lifting capacity 16 t
1.02
Machine hours
C$73.52
C$75.36
Personnel: 1 person-hour/machine-hour
1.02
Machine hours
C$18.03
C$18.48
Cranes on a tractor, power 121 kW (165 hp), lifting capacity 5 t
14.10
Machine hours
C$63.75
C$898.90
Personnel: 1 person-hour/machine-hour
14.10
Machine hours
C$18.03
C$254.22
Flatbed trucks, load capacity up to 5 tons
3.10
Machine hours
C$28.55
C$88.52
Personnel: 1 person-hour/machine-hour
3.10
Machine hours
C$13.42
C$41.60
▼Manholes4 itemsC$22,578.98
#
Code
Description
Qty
Unit
Unit Price
Total
8
RITO_KATO_KAKAME_KATO
Installation of round prefabricated reinforced concrete sewer manholes with a diameter of: 1 m in dry soils
4.0
4 pcs(Manholes)
m3
C$601.27
C$3,042.44
C$2,405.09 +15% C$360.76+10% C$276.59
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
55.48
hrs
C$24.10
C$1,336.96
Linear large-panel steel formwork shield, collapsible and repositionable, inventory, for wall formwork
0.01
t
C$16,055.11
C$128.44
Natural sand for construction works, class II, medium
0.64
m3
C$99.60
C$63.74
Portland cement without additives for general construction CEM 0 32.5N
0.00
t
C$948.15
C$3.78
Chrysotile cement mortar
0.05
m3
C$422.89
C$20.31
Ready-mixed masonry mortar, cement, M50
0.31
m3
C$536.08
C$165.12
Mobile cranes, lifting capacity 16 t
6.93
Machine hours
C$69.95
C$484.62
Personnel: 1 person-hour/machine-hour
6.93
Machine hours
C$18.19
C$126.05
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.07
Machine hours
C$72.59
C$4.94
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$15.57
C$1.06
Electric tampers
0.10
Machine hours
C$0.75
C$0.08
Flatbed trucks, load capacity up to 5 tons
1.69
Machine hours
C$27.17
C$45.97
Personnel: 1 person-hour/machine-hour
1.69
Machine hours
C$13.54
C$22.91
Mobile power stations, 4 kW capacity
0.06
Machine hours
C$5.24
C$0.32
Personnel: 1 person-hour/machine-hour
0.06
Machine hours
C$13.54
C$0.82
9
RITO_KAPU_KAMEME_KAME
Installation of a manhole cover
10.0
10 pcs(Manholes)
pcs
C$236.79
C$2,995.34
C$2,367.85 +15% C$355.18+10% C$272.30
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
13.10
hrs
C$23.55
C$308.47
Flatbed trucks, load capacity up to 5 tons
0.60
Machine hours
C$25.67
C$15.40
Personnel: 1 person-hour/machine-hour
0.60
Machine hours
C$13.89
C$8.33
Installation of a manhole cover
10.00
pcs
C$203.56
C$2,035.65
10
TOTO_KAME_MENEPU_KARI
Dismantling of wooden 35-110 kV power line supports: AP-shaped anchor-corner with single wooden attachments (stepsons)
30.0
30 pcs(Manholes)
pcs
C$270.77
C$10,275.60
C$8,123.00 +15% C$1,218.45+10% C$934.15
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Grade 3 worker
72.00
hrs
C$22.30
C$1,605.28
Grade 5 worker
72.00
hrs
C$28.85
C$2,077.37
Grade 6 worker
72.00
hrs
C$33.72
C$2,428.00
Hydraulic pneumatic wheeled backhoe loaders, excavator bucket capacity up to KA.TO m3, front bucket lifting capacity up to 1 t
20.40
Machine hours
C$36.51
C$744.75
Personnel: 1 person-hour/machine-hour
20.40
Machine hours
C$15.31
C$312.40
Multifunctional crane manipulators (loading and unloading, auger drilling, lifting and moving people) with increased cross-country ability, lifting capacity up to 4 tons, drilling diameter up to 500 mm, drilling depth up to 5 m, cradle with a lifting capacity of up to 250 kg
3.30
Machine hours
C$128.44
C$423.86
Personnel: 1 person-hour/machine-hour
3.30
Machine hours
C$15.31
C$50.54
Crawler tractors with 132 kW (180 hp) winch
4.20
Machine hours
C$74.87
C$314.45
Personnel: 1 person-hour/machine-hour
4.20
Machine hours
C$15.31
C$64.31
Portable gasoline generators, power up to 6 kW
4.80
Machine hours
C$7.94
C$38.11
Personnel: 1 person-hour/machine-hour
4.80
Machine hours
C$13.32
C$63.93
11
TOPU_KARI_KAKAVO_KAME
Installation of manhole covers in wells: on the roadway
10.0
10 pcs(Manholes)
pcs
C$495.30
C$6,265.60
C$4,953.04 +15% C$742.96+10% C$569.60
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
39.60
hrs
C$25.10
C$993.83
Heavy concrete mixes (BST) on gravel aggregate, class B15, F(1)100, W4
0.60
m3
C$192.00
C$115.80
Ready-mixed masonry mortar, cement, M50
0.80
m3
C$192.34
C$153.87
Heavy round cast iron manhole cover, nominal load 250 kN, manhole diameter 600 mm
10.00
pcs
C$364.16
C$3,641.64
MA-0115 oil paint, mummy, iron minium
6.00
kg
C$5.15
C$30.93
Acrylic-based protective mastic putty, universal
5.00
kg
C$3.39
C$16.98
▼Testing3 itemsC$2,976.19
#
Code
Description
Qty
Unit
Unit Price
Total
12
NENE_KARI_KAKATO_KAME
Television inspection survey of the pipeline after remediation
250.0
250 m(Testing)
m
C$1.88
C$593.64
C$469.28 +15% C$70.39+10% C$53.97
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
9.18
hrs
C$32.60
C$299.07
Mobile laboratories for remote pipe inspection
2.50
Machine hours
C$53.99
C$134.96
Personnel: 1 person-hour/machine-hour
2.50
Machine hours
C$12.87
C$32.18
Pumps, capacity 53 m3/h, head 10 m, power 4 kW
3.75
Machine hours
C$0.82
C$3.07
13
NEVO_KARI_KAMEVO_KAPU
Adjustment of the height of manhole covers with lifting to a height of: over 18 to 25 cm
10.0
10 pcs(Testing)
pcs
C$54.68
C$691.67
C$546.78 +15% C$82.02+10% C$62.88
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
22.00
hrs
C$22.36
C$491.82
Flatbed trucks, load capacity up to 5 tons
0.80
Machine hours
C$25.72
C$20.57
Personnel: 1 person-hour/machine-hour
0.80
Machine hours
C$13.94
C$11.16
Adjustment of the height of manhole covers with lifting to a height of: over 18
10.00
pcs
C$2.32
C$23.23
14
RIPU_KARI_MEMELI_KASAm
Machine for strengthening rods by drawing, rod length: 24 m
1.0
1 set(Testing)
pcs
C$1,336.66
C$1,690.88
C$1,336.66 +15% C$200.50+10% C$153.72
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
40.20
hrs
C$24.40
C$980.86
Electricity
70.00
kWh
C$0.28
C$19.40
Electric overhead cranes, lifting capacity 5 t
1.30
Machine hours
C$8.36
C$10.87
Personnel: 1 person-hour/machine-hour
1.30
Machine hours
C$13.24
C$17.21
Mobile cranes, lifting capacity 16 t
3.00
Machine hours
C$61.47
C$184.41
Personnel: 1 person-hour/machine-hour
3.00
Machine hours
C$17.79
C$53.38
Flatbed trucks, load capacity up to 5 tons
1.90
Machine hours
C$23.87
C$45.36
Personnel: 1 person-hour/machine-hour
1.90
Machine hours
C$13.24
C$25.16
Cost Summary
Direct Cost
1275%
C$1,136,180.39
Overhead
+15%
C$170,427.07
Profit
+10%
C$130,660.77
Grand Total
C$89,108.11
Resource Summary
59 resourcesiAggregated materials, labor, and equipment needed for the entire project
Materials to Order (33)
Resource
Unit
Qty
Unit Price
Cost
Bitumen petroleum construction insulation BNI-IV-3, BNI-IV, BNI-V
t
1.91
C$7,518.24
C$14,359.84
Chrysotile cement coupling for non-pressure pipes BNM, nominal diamete
pcs
63.50
C$138.19
C$8,775.02
Heavy round cast iron manhole cover, nominal load 250 kN, manhole diam
pcs
10.00
C$364.16
C$3,641.64
Installation of a manhole cover
pcs
10.00
C$203.56
C$2,035.65
Gravel M 400-1000, fraction 5(3)-10 mm
m3
2.30
C$685.19
C$1,575.93
Cast iron sewer pipes, length 2 m, nominal diameter 50 mm, wall thickn
m
50.00
C$20.81
C$1,040.34
Propane-butane technical mixture
kg
258.40
C$2.93
C$757.03
Straight seam electric welded steel pipes made of St2 and St10 steel,
m
10.00
C$37.16
C$371.56
Edged softwood boards, natural moisture content, length RI-NE.SA m, wi
m3
0.09
C$3,668.22
C$330.14
Ready-mixed masonry mortar, cement, M50
m3
1.11
C$287.90
C$318.99
Waterproof fabric-backed sanding sheet
m2
3.20
C$45.07
C$144.22
Linear large-panel steel formwork shield, collapsible and repositionab
t
0.01
C$16,055.00
C$128.44
Heavy concrete mixes (BST) on gravel aggregate, class B15, F(1)100, W4
m3
0.60
C$193.00
C$115.80
Technical gaseous oxygen
m3
12.75
C$5.90
C$75.27
Hemp rope, twisted, impregnated, diameter 26 mm
t
0.03
C$2,896.40
C$72.41
Natural sand for construction works, class II, medium
m3
0.64
C$99.59
C$63.74
Welding electrodes for welding low-alloy and carbon steels UONI 13/45,
kg
10.25
C$5.47
C$56.07
Cast iron slip joint, nominal diameter 50 mm
pcs
5.00
C$10.29
C$51.43
Acetylene gas, technical grade
m3
2.25
C$22.12
C$49.76
Heavy concrete wall blocks, dimensions 390x190x188 mm, grade 200
m3
0.03
C$1,610.00
C$48.30
Technical acetone, grade I
kg
7.44
C$4.26
C$31.70
MA-0115 oil paint, mummy, iron minium
kg
6.00
C$5.16
C$30.93
Electricity
kWh
95.62
C$0.25
C$24.23
Adjustment of the height of manhole covers with lifting to a height of
pcs
10.00
C$2.32
C$23.23
Colored cotton rags
kg
5.68
C$3.79
C$21.50
Chrysotile cement mortar
m3
0.05
C$423.12
C$20.31
Acrylic-based protective mastic putty, universal
kg
5.00
C$3.40
C$16.98
Ready-mixed masonry mortar, cement, M100
m3
0.35
C$38.86
C$13.60
Expanding gypsum-clay cement
t
0.01
C$1,824.00
C$9.12
Laying of ground tactile slabs on a layer of dry cement-sand mixture u
pcs
1.00
C$6.28
C$6.28
Grand Total
C$34,214.84
Labor Requirements (5)
Resource
Unit
Qty
Unit Price
Cost
Worker Category 1
hrs
674.57
C$27.39
C$18,478.85
Grade 5 worker
hrs
209.52
C$30.36
C$6,361.05
Grade 6 worker
hrs
72.00
C$33.72
C$2,428.00
Personnel: 1 person-hour/machine-hour
Machine hours
108.31
C$15.33
C$1,660.38
Grade 3 worker
hrs
72.00
C$22.30
C$1,605.28
Grand Total
C$30,533.56
Equipment Requirements (21)
Resource
Unit
Qty
Unit Price
Cost
Welding units for manual arc welding on a tractor, welding current up
Machine hours
29.25
C$53.30
C$1,559.02
Cranes on a tractor, power 121 kW (165 hp), lifting capacity 5 t
Monte Carlo · 10KiMonte Carlo simulation (10,000 iterations) showing completion probability at different confidence levels
65days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
71days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
78days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+12days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$89,108.11
Budget (P80)
C$98,623.04
Maximum (P95)
C$107,741.52
Contingency
+10.7%
Recommended cost reserve based on schedule risk analysis — C$9,514.93 Recommended Budget: C$98,623.04
Deterministic 59 days
P50 65 days
P80 71 days
P95 78 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 9
1,136 man-hours
2 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$1,726,684.56
P10
C$1,777,591.73
P25
C$1,845,300.09
P50
C$1,935,684.35
P80
C$1,979,309.86
P90
Cumulative Probability (S-Curve)
+4.9%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$90,384.27
Top Risk Drivers
Category
Work Item
Risk Share
Excavation
Manual laying of communication cables with simulta
94.8%
Pipe Installation
Laying pipelines from ceramic sewer pipes with a d
3.9%
Manholes
Restoration of sewer manholes with polyethylene se
0.7%
Excavation
Laying pipelines in an underwater trench in sectio
0.4%
Excavation
Installation of external adhesive waterproofing of
0.1%
Preparation
Laying of ground tactile slabs on a layer of dry c
0.0%
Preparation
Repair of joints between reinforced concrete ceili
0.0%
Preparation
Two- or three-digit traffic light head with bracke
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
Overhead191% of total
±C$17,042.71±19.1%
Profit147% of total
±C$13,066.08±14.7%
Materials38% of total
±C$3,421.48±3.8%
Labor34% of total
±C$3,053.35±3.4%
Equipment6% of total
±C$569.28±0.6%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$30,533.54
34%
Materials
C$34,214.82
38%
Equipment
C$5,692.81
6%
Direct Cost
C$1,136,180.39
Overhead
C$170,427.07
191%
Profit
C$130,660.77
147%
Grand Total
C$89,108.11
100%
EUR equivalent
€55.588,34
USD equivalent
$64,065.56
GBP equivalent
£48,502.49
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 3,661 EUR/m²
Within typical range · 1.46x 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
14
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 26 verified work items from our database of 55,719 construction prices.
What work items are included in this estimate?
This BOQ includes 26 work items covering Preparation, Excavation, Pipe Installation, Manholes, Backfill & Reinstatement, Testing. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Sewage / Drainage System take?
Duration depends on project size and complexity. A typical 250 m pipeline 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 sewage / drainage system include?
Cost estimate for a 500-metre sewage and drainage system. Covers trench excavation, PVC sewer pipe installation, manholes, inspection chambers, house connections, bedding and backfill, CCTV survey, pressure testing, and surface restoration. Designed to meet Canadian wastewater collection standards.