Fence Construction Cost Estimate — 50 m length, 1.8 m high
50 m length, 1.8 m high17 work items5 sectionsToronto, Canada
About This Project
Cost estimate for installing 200 metres of perimeter fencing. Covers post foundations, steel or aluminum fence panels, gates (pedestrian and vehicular), post caps, anti-climb features, and painting or galvanizing finish. Suitable for residential, commercial, or institutional perimeter security.
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$49,106.11Direct Cost
Labor (24%)C$14,689.43
Materials (31%)C$19,514.88
Equipment (24%)C$14,901.80
Overhead (12%)C$7,365.92
Profit (9%)C$5,647.20
Cost / m²
Labor
C$293.79
Materials
C$390.30
Equipment
C$298.04
Overhead
C$147.32
Profit
C$112.94
Grand Total
C$1,242.38
Materials / Labor
1.33
Direct Cost %
79.1%
15 work items across 5 categories, 68 resources
Cost Flow
5iVisual flow of the total budget through work categories, showing proportional cost distribution
Complete BOQ: 17 work items for Fence Construction
2 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
Gate
C$6,236.57
C$124.73
10.0%
Finishing
C$286.79
C$5.74
0.5%
Panels & Rails
C$24,282.29
C$485.65
39.1%
Site Preparation
C$3,778.41
C$75.57
6.1%
Posts & Foundations
C$27,535.15
C$550.70
44.3%
Top Items
Description
Total
Installation of prefabricated reinforced concrete non-s…
C$21,562.37
Installation of single non-separable supports without s…
C$19,080.15
Installation of single-post road signs on prefabricated…
C$6,261.34
Installation of fences: wire multi-row
C$3,327.00
Segmented gate (without support hinges): balanced (full…
C$2,814.89
What-If Scenarios
iExplore how changes in material, labor, or equipment costs affect the total project budget
Optimistic (-10%)
C$55,907.31
↓ C$6,211.92 savings
Labor -10% · Materials -10% · Equipment -10%
Base Estimate
C$62,119.23
Deterministic
Labor ×1.00 · Materials ×1.00 · Equipment ×1.00
Pessimistic (+15%)
C$71,437.11
↑ C$9,317.88 increase
Labor +15% · Materials +15% · Equipment +15%
Custom Scenario: Adjust cost components
Labor0%
Materials0%
Equipment0%
Custom Scenario Total Cost
C$62,119.23
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
74
days
7
phases
4
Critical Path
6
Peak workers
758
Labor Hours
Site PreparationEarthworksFoundation WorkStructural FrameworkPainting and FinishesLandscaping and Site WorkTesting and CommissioningCumulative Cost
Labor Hours by Phase
Foundation Work
353 hours
Structural Framework
247 hours
Landscaping and Site
110 hours
Testing and Commissi
50 hours
Site Preparation
38 hours
Painting and Finishe
8 hours
Earthworks
2 hours
Monthly Cash Flow
3 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time
31%
M1
71%
M2
100%
M3
Month
days
Monthly Cost
%
Cumulative
%
M1
1–30
C$19,103.97
30.8%
C$19,103.97
31%
M2
31–60
C$25,198.12
40.6%
C$44,302.09
71%
M3
61–74
C$17,817.12
28.7%
C$62,119.21
100%
Daily Cash Flow
11 weeks
2%
D1
14%
D8
17%
D15
23%
D22
30%
D29
37%
D36
44%
D43
51%
D50
65%
D57
80%
D64
94%
D71
100%
D74
Week
days
Weekly Cost
%
Cumulative
%
W1
D1–D7
C$7,525.78
12.1%
C$7,525.78
12%
W2
D8–D14
C$2,830.05
4.6%
C$10,355.83
17%
W3
D15–D21
C$3,135.92
5.0%
C$13,491.75
22%
W4
D22–D28
C$4,365.06
7.0%
C$17,856.81
29%
W5
D29–D35
C$4,365.06
7.0%
C$22,221.88
36%
W6
D36–D42
C$4,365.06
7.0%
C$26,586.94
43%
W7
D43–D49
C$4,365.06
7.0%
C$30,951.00
50%
W8
D50–D56
C$8,259.49
13.3%
C$39,211.49
63%
W9
D57–D63
C$8,908.56
14.3%
C$48,120.05
77%
W10
D64–D70
C$8,908.56
14.3%
C$57,028.61
92%
W11
D71–D74
C$5,090.61
8.2%
C$62,119.21
100%
Line Items
15 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown
▼Site Preparation2 itemsC$3,778.41
#
Code
Description
Qty
Unit
Unit Price
Total
1
RILI_KADX_KAKAME_KALI
Installation of fences: wire multi-row
50.0
50 m(Site Preparation)
m
C$52.60
C$3,327.00
C$2,630.04 +15% C$394.51+10% C$302.45
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
18.59
hrs
C$23.10
C$429.60
Technical gaseous oxygen
0.60
m3
C$37.06
C$22.43
Crushed stone from dense rock for construction work M 1000, fraction 20-40 mm
0.34
m3
C$569.85
C$196.60
Low-carbon galvanized steel wire for various purposes, diameter TO.KA mm
Drilling and crane machines on a truck chassis, drilling diameter up to 800 mm, drilling depth up to 5 m
1.41
Machine hours
C$127.58
C$179.89
Personnel: 1 person-hour/machine-hour
1.41
Machine hours
C$15.67
C$22.09
Mobile cranes, lifting capacity 16 t
2.92
Machine hours
C$75.08
C$219.25
Personnel: 1 person-hour/machine-hour
2.92
Machine hours
C$18.31
C$53.48
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$77.92
C$1.56
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$15.67
C$0.31
Flatbed trucks, load capacity up to 5 tons
0.32
Machine hours
C$29.16
C$9.33
Personnel: 1 person-hour/machine-hour
0.32
Machine hours
C$13.63
C$4.36
Gas welding and cutting equipment
0.70
Machine hours
C$0.25
C$0.17
2
NEVO_KATO_KAKAPU_KAME
Dismantling of metal fences up to 1 m high
50.0
50 m(Site Preparation)
m
C$7.14
C$451.41
C$356.84 +15% C$53.53+10% C$41.04
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
14.77
hrs
C$23.73
C$350.33
Electricity
1.81
kWh
C$0.30
C$0.54
Flatbed trucks, load capacity up to 5 tons
0.15
Machine hours
C$25.57
C$3.84
Personnel: 1 person-hour/machine-hour
0.15
Machine hours
C$14.17
C$2.13
▼Posts & Foundations5 itemsC$27,535.15
#
Code
Description
Qty
Unit
Unit Price
Total
3
PULI_KARI_KATODX_MEME
Mechanized digging of holes with dimensions: 1.0x0.6 m on medium soils
18.0
18 pcs(Posts & Foundations)
pcs
C$3.17
C$72.08
C$56.98 +15% C$8.55+10% C$6.55
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
2.05
hrs
C$19.19
C$39.37
Hydraulic diggers
0.44
Machine hours
C$1.51
C$0.66
Pneumatic-tired tractors, power 59 kW (80 hp)
0.44
Machine hours
C$26.06
C$11.45
Personnel: 1 person-hour/machine-hour
0.44
Machine hours
C$12.52
C$5.50
4
RILI_KADX_KAMEKA_KATO
Installation of single-post road signs on prefabricated reinforced concrete foundations and reinforced concrete posts wi
1.0
1 m³(Posts & Foundations)
m3 of racks
C$4,949.68
C$6,261.34
C$4,949.69 +15% C$742.45+10% C$569.21
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
56.79
hrs
C$20.18
C$1,145.99
Natural sand for construction works, class II, medium
1.65
m3
C$927.83
C$1,530.84
Forgings from square billets, weight ME.SA-PU.SA kg
0.01
t
C$87,443.98
C$874.45
Drilling and crane machines on a truck chassis, drilling diameter up to 800 mm, drilling depth up to 5 m
1.25
Machine hours
C$114.73
C$143.40
Personnel: 1 person-hour/machine-hour
1.25
Machine hours
C$13.69
C$17.11
Mobile cranes, lifting capacity 16 t
14.68
Machine hours
C$67.52
C$991.17
Personnel: 1 person-hour/machine-hour
14.68
Machine hours
C$15.00
C$234.83
Universal front-end pneumatic wheeled single-bucket loaders, nominal capacity of main bucket RI.NE m3, load capacity 5 t
0.11
Machine hours
C$70.07
C$7.70
Personnel: 1 person-hour/machine-hour
0.11
Machine hours
C$13.69
C$1.51
Flatbed trucks, load capacity up to 5 tons
0.07
Machine hours
C$26.22
C$1.84
Personnel: 1 person-hour/machine-hour
0.07
Machine hours
C$11.91
C$0.84
5
SADX_KAME_KAKAVO_KAME
Reinforcement of metal fence posts
18.0
18 pcs(Posts & Foundations)
pcs
C$8.82
C$200.85
C$158.77 +15% C$23.82+10% C$18.26
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
4.33
hrs
C$25.82
C$111.77
Ready-mixed masonry mortar, cement, M100
0.01
m3
C$202.26
C$2.55
Auxiliary metal structures predominantly made of thick-gauge steel or rolled sections, with or without holes
0.01
t
C$6,155.57
C$44.32
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.01
Machine hours
C$2.54
C$0.02
Personnel: 1 person-hour/machine-hour
0.01
Machine hours
C$12.31
C$0.11
6
KADX_KAVO_KAKAME_KAPU
Installation of metal posts over 4 m high: with immersion in concrete foundation
18.0
18 pcs(Posts & Foundations)
pcs
C$84.35
C$1,920.73
C$1,518.37 +15% C$227.75+10% C$174.61
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
6.98
hrs
C$17.04
C$118.89
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB
0.03
m3
C$38,931.06
C$981.15
Drilling and crane machines on a truck chassis, drilling diameter up to 800 mm, drilling depth up to 5 m
2.32
Machine hours
C$115.70
C$268.64
Personnel: 1 person-hour/machine-hour
2.32
Machine hours
C$11.70
C$27.17
Concrete mixer trucks, drum capacity 6 m3
2.01
Machine hours
C$46.09
C$92.66
Personnel: 1 person-hour/machine-hour
2.01
Machine hours
C$11.70
C$23.53
Flatbed trucks, load capacity up to 5 tons
0.17
Machine hours
C$26.44
C$4.57
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$10.18
C$1.76
7
RIVO_KARI_KAKARI_KADX
Installation of single non-separable supports without support plates: with 2 beds "from the field" on the section or at
18.0
18 pcs(Posts & Foundations)
pcs
C$837.95
C$19,080.15
C$15,083.13 +15% C$2,262.47+10% C$1,734.56
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
232.20
hrs
C$16.70
C$3,877.43
Bulldozers, power 79 kW (108 hp)
10.26
Machine hours
C$51.93
C$532.78
Personnel: 1 person-hour/machine-hour
10.26
Machine hours
C$13.99
C$143.56
Mobile cranes, lifting capacity 16 t
14.76
Machine hours
C$66.19
C$976.90
Personnel: 1 person-hour/machine-hour
14.76
Machine hours
C$13.99
C$206.52
Machines for digging pits for contact network supports when working "from the field"
41.58
Machine hours
C$160.59
C$6,677.28
Personnel: 1 person-hour/machine-hour
41.58
Machine hours
C$14.93
C$620.89
Tractor trailers, load capacity up to 2 tons
38.52
Machine hours
C$0.63
C$24.20
Crawler tractors, power 79 kW (108 hp)
38.52
Machine hours
C$40.56
C$1,562.35
Personnel: 1 person-hour/machine-hour
38.52
Machine hours
C$11.97
C$461.22
▼Panels & Rails3 itemsC$24,282.29
#
Code
Description
Qty
Unit
Unit Price
Total
8
TOTO_KAME_KAKAME_KAPU
Installation of prefabricated reinforced concrete non-separable footboards: for supports with braces with a volume of up
17.0
17 pcs(Panels & Rails)
m3
C$1,002.67
C$21,562.37
C$17,045.35 +15% C$2,556.80+10% C$1,960.22
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
82.45
hrs
C$21.64
C$1,784.14
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
30.60
kg
C$90.00
C$2,754.11
Hot-rolled smooth reinforcing steel, class A-I, diameter 6-22 mm
0.34
t
C$30,330.56
C$10,312.40
Mobile cranes, lifting capacity 16 t
20.06
Machine hours
C$69.53
C$1,394.87
Personnel: 1 person-hour/machine-hour
20.06
Machine hours
C$16.34
C$327.71
Special-purpose all-terrain vehicles, load capacity up to 8 tons
5.27
Machine hours
C$70.23
C$370.10
Personnel: 1 person-hour/machine-hour
5.27
Machine hours
C$16.34
C$86.09
Welding units with internal combustion engines for manual arc welding, welding current up to 400 A, number of stations 1
3.40
Machine hours
C$4.69
C$15.93
9
KALI_KAME_KASAPU_KATO
Installation of reinforced concrete fences made of panels with a length of: PU.VO m with a column spacing of RI.PU m
17.0
17 pcs(Panels & Rails)
m
C$39.61
C$851.72
C$673.30 +15% C$100.99+10% C$77.43
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
12.75
hrs
C$17.33
C$220.96
Single-bucket diesel excavators on pneumatic wheels, bucket capacity KA.RISA m3
0.17
Machine hours
C$41.71
C$7.09
Personnel: 1 person-hour/machine-hour
0.17
Machine hours
C$12.21
C$2.07
Mobile cranes, lifting capacity 16 t
4.98
Machine hours
C$66.69
C$332.31
Personnel: 1 person-hour/machine-hour
4.98
Machine hours
C$14.27
C$71.08
Flatbed trucks, load capacity up to 5 tons
0.46
Machine hours
C$25.90
C$11.80
Personnel: 1 person-hour/machine-hour
0.46
Machine hours
C$10.62
C$4.84
Welding units with internal combustion engines for manual arc welding, welding current up to 400 A, number of stations 1
0.45
Machine hours
C$4.49
C$2.03
Installation of reinforced concrete fences made of panels with a length of: PU.V
17.00
m
C$1.24
C$21.11
10
NEKA_KAME_KAMEDX_KAME
Replacement of caps on chimneys for one channel
18.0
18 pcs(Panels & Rails)
pcs
C$82.05
C$1,868.20
C$1,476.84 +15% C$221.53+10% C$169.84
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Average workload TO.KA
47.38
hrs
C$23.93
C$1,134.14
Construction nails
0.00
t
C$189,001.94
C$340.30
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m
0.04
Machine hours
C$2.37
C$0.09
Personnel: 1 person-hour/machine-hour
0.04
Machine hours
C$12.71
C$0.51
Flatbed trucks, load capacity up to 5 tons
0.04
Machine hours
C$25.66
C$1.16
Personnel: 1 person-hour/machine-hour
0.04
Machine hours
C$14.30
C$0.65
▼Gate4 itemsC$6,236.57
#
Code
Description
Qty
Unit
Unit Price
Total
11
RIKA_KAME_KATOVO_KARIm
Combined power supply installation panel: transformer
1.0
1 pcs(Gate)
set
C$1,280.78
C$1,620.19
C$1,280.78 +15% C$192.12+10% C$147.29
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
34.04
hrs
C$25.28
C$860.39
Polyethylene tapes with adhesive layer, transparent, width 20 mm, thickness KA.KAVO mm
0.78
kg
C$44.52
C$34.72
Bolts with nuts and washers for construction
0.45
kg
C$8.47
C$3.81
Nylon cable ties, non-opening, TO.NE x 250 mm
1.69
100 pcs
C$3.76
C$6.35
Permanent markers, black, line width KA.TO mm
0.03
10 pcs
C$37.78
C$1.13
Tinned copper cable sleeves for crimping to connect wires and cables with copper conductors with a cross-section of 10 mm2, inner diameter 5 mm
3.20
100 pcs
C$87.50
C$280.00
Heat-shrinkable polyethylene tubing, wall thickness ME-ME.SA mm, inner diameter 20-60 mm
1.60
m
C$2.24
C$3.59
BM polystyrene marking tags, dimensions 50x25 mm
0.53
100 pcs
C$4.84
C$2.57
Mobile cranes, lifting capacity 16 t
1.05
Machine hours
C$65.16
C$68.42
Personnel: 1 person-hour/machine-hour
1.05
Machine hours
C$18.86
C$19.80
12
KALI_KAME_KASASA_KAME
Installation of swing gates with posts: metal
2.0
2 pcs(Gate)
pcs
C$708.97
C$1,793.70
C$1,417.94 +15% C$212.69+10% C$163.06
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
35.60
hrs
C$26.72
C$951.23
Welding electrodes for welding low-alloy and carbon steels ANO-6, E42, diameter 6 mm
0.00
t
C$48,384.47
C$29.02
Bolts with nuts and washers for construction
3.20
kg
C$71.25
C$227.97
Ready-mixed masonry mortar, cement, M25
0.00
m3
C$1,523.47
C$0.93
Single solid ceramic brick, dimensions 250x120x65 mm, grade M100
0.00
1000 pcs
C$7,015.99
C$15.40
Single-bucket diesel excavators on pneumatic wheels, bucket capacity KA.RISA m3
0.13
Machine hours
C$42.37
C$5.62
Personnel: 1 person-hour/machine-hour
0.13
Machine hours
C$16.06
C$2.13
Mobile cranes, lifting capacity 16 t
2.04
Machine hours
C$67.76
C$138.55
Personnel: 1 person-hour/machine-hour
2.04
Machine hours
C$18.77
C$38.38
Deep vibrators
0.48
Machine hours
C$0.56
C$0.27
Flatbed trucks, load capacity up to 5 tons
0.18
Machine hours
C$26.32
C$4.75
Personnel: 1 person-hour/machine-hour
0.18
Machine hours
C$13.97
C$2.52
Welding machines for manual arc welding, welding current up to 350 A
0.81
Machine hours
C$1.46
C$1.18
13
RIRI_KARI_KAPUPU_KARIm
Segmented gate (without support hinges): balanced (full-turn)
1.0
1 pair(Gate)
t
C$2,225.21
C$2,814.89
C$2,225.21 +15% C$333.78+10% C$255.90
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
31.60
hrs
C$29.93
C$945.80
Rectified technical ethyl alcohol, grade I
0.02
kg
C$34.86
C$0.70
Technical gaseous oxygen
1.53
m3
C$6.21
C$9.50
Propane-butane technical mixture
0.23
kg
C$2.72
C$0.62
Electricity
8.53
kWh
C$0.28
C$2.38
Welding electrodes for welding low-alloy and carbon steels UONI 13/45, E42A, diameter 4-5 mm
22.50
kg
C$5.75
C$129.46
Bolts with nuts and washers for construction
0.11
kg
C$8.06
C$0.88
Sanding paper
0.43
m2
C$11.65
C$5.01
Calendered rubber mixture made of SKMS-30ARKM15 rubber, hardness 80-100 Shore A units, thickness ME.SA mm
0.03
kg
C$13.43
C$0.40
I-beams with parallel flanges, steel grades St3sp, St3ps, No. 10B-18B
0.02
t
C$4,013.93
C$80.27
Hot-rolled steel strip, steel grades St3sp, St3ps, dimensions 100x10 mm
0.01
t
C$2,524.63
C$25.25
Hot-rolled steel angle bar, steel grades St3sp, St3ps, shelf width 180-200 mm, shelf thickness 11-30 mm
0.02
t
C$2,369.04
C$47.38
Edged softwood boards, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 44-50 mm, grade II
0.02
m3
C$560.84
C$11.22
Adhesive, brand 88-NP
0.03
kg
C$22.59
C$0.67
Tower cranes, load capacity 50 tons
1.30
Machine hours
C$145.69
C$189.40
Personnel: 1 person-hour/machine-hour
1.30
Machine hours
C$20.45
C$26.59
Gantry cranes, lifting capacity 50 t
2.27
Machine hours
C$224.08
C$508.66
Personnel: 2 man-hours/machine-hour
2.27
Machine hours
C$33.31
C$75.62
Crawler cranes, lifting capacity 25 t
1.30
Machine hours
C$90.69
C$117.90
Personnel: 1 person-hour/machine-hour
1.30
Machine hours
C$17.95
C$23.34
Tractor units, load on the fifth wheel coupling up to 15 t
0.02
Machine hours
C$43.25
C$0.87
Personnel: 1 person-hour/machine-hour
0.02
Machine hours
C$15.36
C$0.31
Heavy-duty semi-trailers, load capacity up to 40 t
0.02
Machine hours
C$13.83
C$0.28
Welding machines for manual arc welding, welding current up to 350 A
13.92
Machine hours
C$1.34
C$18.64
Mobile screw compressors with internal combustion engines, pressure up to KA.LI MPa (7 atm), capacity up to SA.PU m3/min
0.14
Machine hours
C$15.54
C$2.17
Personnel: 1 person-hour/machine-hour
0.14
Machine hours
C$13.36
C$1.87
14
KADX_KASA_KAKATO_KARI
Bolt placement: high-strength
1.0
1 set(Gate)
pcs
C$6.16
C$7.79
C$6.16 +15% C$0.92+10% C$0.71
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
0.16
hrs
C$34.65
C$5.58
Technical gaseous oxygen
0.06
m3
C$8.48
C$0.51
Dry moisture-resistant gypsum-based putty mixtures with polymer and hydrophobic additives, aggregate size no more than KA.RI mm, flexural strength not less than ME.SA MPa
0.01
kg
C$2.83
C$0.04
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$27.51
C$0.01
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$18.38
C$0.01
Gas welding and cutting equipment
0.06
Machine hours
C$0.24
C$0.01
▼Finishing1 itemsC$286.79
#
Code
Description
Qty
Unit
Unit Price
Total
15
NESA_KARI_KAKALI_KANE
Repair of gate valves with a diameter of: up to 200 mm with removal from the site
1.0
1 set(Finishing)
pcs
C$226.71
C$286.79
C$226.71 +15% C$34.01+10% C$26.07
Labor Materials Equipment
Type
Resource
Qty
Unit
Unit Price
Cost
Worker Category 1
8.42
hrs
C$24.14
C$203.36
PMB brand paronite sheet (PON-A, PON-B), thickness from KA.PU to 5 mm
1.94
kg
C$5.71
C$11.08
Grease, solid, fat-based, type Z
0.14
kg
C$4.86
C$0.69
Gland packings, AP grade
0.06
kg
C$12.61
C$0.80
Steel bolts with hexagonal heads, complete with hexagonal nuts and flat round washers, thread diameter M16, bolt length 25-200 mm
0.00
t
C$7,162.85
C$10.75
Flatbed trucks, load capacity up to 5 tons
0.00
Machine hours
C$27.51
C$0.02
Personnel: 1 person-hour/machine-hour
0.00
Machine hours
C$14.24
C$0.01
Cost Summary
Direct Cost
79%
C$49,106.11
Overhead
+15%
C$7,365.92
Profit
+10%
C$5,647.20
Grand Total
C$62,119.23
Resource Summary
68 resourcesiAggregated materials, labor, and equipment needed for the entire project
Materials to Order (40)
Resource
Unit
Qty
Unit Price
Cost
Hot-rolled smooth reinforcing steel, class A-I, diameter 6-22 mm
t
0.34
C$30,330.59
C$10,312.40
Welding electrodes for welding low-alloy and carbon steels UONI 13/45,
kg
53.10
C$54.30
C$2,883.57
Natural sand for construction works, class II, medium
m3
1.65
C$927.78
C$1,530.84
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB
m3
0.03
C$38,934.52
C$981.15
Low-carbon galvanized steel wire for various purposes, diameter TO.KA
t
0.05
C$18,125.60
C$906.28
Forgings from square billets, weight ME.SA-PU.SA kg
t
0.01
C$87,445.00
C$874.45
Construction nails
t
0.00
C$189,055.56
C$340.30
Combined drying oil for interior finishing works
t
0.01
C$18,808.00
C$282.12
Tinned copper cable sleeves for crimping to connect wires and cables w
100 pcs
3.20
C$87.50
C$280.00
Bolts with nuts and washers for construction
kg
3.76
C$61.88
C$232.66
Crushed stone from dense rock for construction work M 1000, fraction 2
Monte Carlo · 10KiMonte Carlo simulation (10,000 iterations) showing completion probability at different confidence levels
81days
P50
50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.
88days
P80
80% probability — recommended planning basis. Accounts for common delays and uncertainties.
95days
P95
95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.
+14days
Buffer
Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.
Base Cost (P50)
C$62,119.23
Budget (P80)
C$67,548.79
Maximum (P95)
C$72,752.11
Contingency
+8.7%
Recommended cost reserve based on schedule risk analysis — C$5,429.56 Recommended Budget: C$67,548.79
Deterministic 74 days
P50 81 days
P80 88 days
P95 95 days
P50 P80 P95
Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.
Peak: 6
759 man-hours
4 crit. phases
Cost Risk Analysis
Monte Carlo · 10,000 iterations
Monte Carlo simulation of construction cost uncertainty
Cost Percentiles
C$76,431.57
P10
C$77,897.32
P25
C$79,675.21
P50
C$81,947.67
P80
C$83,076.66
P90
Cumulative Probability (S-Curve)
+2.9%
Recommended Contingency (P80 − P50)
Reserve to cover likely cost overruns with 80% confidence — C$2,272.45
Top Risk Drivers
Category
Work Item
Risk Share
Posts & Foundations
Installation of single non-separable supports with
51.0%
Panels & Rails
Installation of prefabricated reinforced concrete
40.4%
Posts & Foundations
Installation of single-post road signs on prefabri
5.4%
Site Preparation
Installation of fences: wire multi-row
1.0%
Gate
Segmented gate (without support hinges): balanced
0.7%
Posts & Foundations
Installation of metal posts over 4 m high: with im
0.5%
Panels & Rails
Replacement of caps on chimneys for one channel
0.3%
Gate
Installation of swing gates with posts: metal
0.3%
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
Materials31% of total
±C$1,951.49±3.1%
Equipment24% of total
±C$1,490.18±2.4%
Labor24% of total
±C$1,468.94±2.4%
Overhead12% of total
±C$736.59±1.2%
Profit9% of total
±C$564.72±0.9%
Cost Summary
iFinal cost breakdown with direct costs, overhead, profit, and grand total
Labor
C$14,689.43
24%
Materials
C$19,514.88
31%
Equipment
C$14,901.80
24%
Direct Cost
C$49,106.11
Overhead
C$7,365.92
12%
Profit
C$5,647.20
9%
Grand Total
C$62,119.23
100%
EUR equivalent
€38.751,86
USD equivalent
$44,661.52
GBP equivalent
£33,812.16
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 791 EUR/m²
Significantly below range · 0.32x 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 Site Preparation, Posts & Foundations, Panels & Rails, Gate, Finishing. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.
How long does Fence Construction take?
Duration depends on project size and complexity. A typical 50 m length, 1.8 m high 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 fence construction include?
Cost estimate for installing 200 metres of perimeter fencing. Covers post foundations, steel or aluminum fence panels, gates (pedestrian and vehicular), post caps, anti-climb features, and painting or galvanizing finish. Suitable for residential, commercial, or institutional perimeter security.