How much does Access Road Construction cost?

The cost depends on your location, materials chosen, and project scope. Use our calculator with your specific city to get an instant estimate based on 29 verified work items from our database of 55,719 construction prices.

What work items are included in this estimate?

This BOQ includes 29 work items covering Setting Out & Earthworks, Drainage, Pavement Structure, Kerbs & Edges, Markings & Safety, Verge & Landscaping. Each item is matched to unit rates from our verified pricing database spanning 9 languages and 36 locations worldwide.

How long does Access Road Construction take?

Duration depends on project size and complexity. A typical 1200 m² (200×6m) 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 access road construction include?

Construction estimate for a 100-metre access road. Covers clearing and grubbing, earthworks and grading, granular base courses, asphalt surface course, concrete curbs, storm water drainage culverts, road signage, and shoulder grading. Designed to municipal standards for light commercial or residential development access.

Access Road Construction Cost Estimate — 1200 m² (200×6m) | 29 Work Items

Overview

iKey project metrics at a glance — total cost per m², labor and material shares, and estimated duration

Source: Text Query

C$441.95

Cost / m²

25.7%

Labor

49.2%

Materials

167 days

Est. Duration

Work Items

18 items iAdjust quantities or remove items, then recalculate. Click item name to jump to details.

Setting up simple network paths: configuration and setup of network components (1pcsC$1,682.33

Clearing areas of shrubs and small trees by hand: with sparse vegetation1600m2C$1,492.84

Cutting openings with continuous leveling of slopes in partitions: brick400m2C$29,914.04

Construction of dams, embankments, and embankments by filling soil into water: i100m3C$37,574.96

Reinforcement of uphill and drainage ditches, culverts: half-pipes400mC$73,206.12

Laying of chrysotile cement perforated drainage pipes with a diameter of: 400 mm12mC$856.71

Installation of headwalls for: half-pipe gutters4pcsC$1,701.42

Installation of single-section concrete sand traps 500 mm long on prepared found8pcsC$6,011.62

Laying corrugated polymer pipes for storm drainage, diameter KA.PU m60mC$5,845.82

Installation of prefabricated bases from floor elements: on dry backfill with a 1200m2C$79,992.72

When moving soil for every subsequent 100 m on roads: with lower-grade coatings,1200m3C$883.10

Plaster insulation of vertical concrete surfaces with asphalt mastic: in three l1200m2C$137,948.00

Installation of monolithic concrete curbs using a concrete paver-leveler with sl400mC$24,994.05

Installation of stops when reinforcing roadbed slopes with concrete slabs: monol400mC$74,277.05

Insulation quality check with a spark flaw detector on the edge of the first 10 400mC$12,360.36

Installation of foundationless road signs: on metal posts6pcsC$3,829.51

Replacement of axial road bollards20pcsC$25,822.03

LED lighting complex at a support height of: up to 8 m8setC$11,950.99

Project Context

iInput parameters, location adjustment factors, and detection confidence for this estimate

Source

General

1,200 m² · 18 items

SourceText Query

Work Items18 items · 6 Categories

CurrencyC$ CAD

LanguageEnglish

Date05 Apr 2026

Access Road Construction 1200 m² (200×6m) Toronto Canada

Cost / m²

C$441.95

1,200 m²

Est. Duration

6 months

167 days

Overhead

15%

C$248,677.70

Direct Costs

313%

C$1,657,851.25

Location

Toronto, Canada

Americas

×1.07

Estimate Overview

C$530,343.67

C$441.95 / m² · 6 months (167 days)

Labor 26% Materials 49% Equipment 4% Overhead 47% Profit 36%

Contingency (P80)

+8%

C$44,548.87

Budget (P80)

C$574,892.54

recommended

Resources

36 mat · 9 lab · 30 equ

Overhead + Profit

47% + 36%

C$439,330.61

Pricing Methodology

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$1,657,851.25Direct Cost

Labor (26%)C$136,427.15

Materials (49%)C$260,792.02

Equipment (4%)C$22,024.82

Overhead (47%)C$248,677.70

Profit (36%)C$190,652.91

Cost / m²

Labor	C$113.69
Materials	C$217.33
Equipment	C$18.35
Overhead	C$207.23
Profit	C$158.88
Grand Total	C$441.95

Materials / Labor

1.91

Direct Cost %

312.6%

18 work items across 6 categories, 75 resources

Cost Flow

6iVisual flow of the total budget through work categories, showing proportional cost distribution

Complete BOQ: 29 work items for Access Road Construction
8 work item(s) not found in pricing DB for language 'en'.

Category	Cost	Cost / m²	Share
Drainage	C$87,621.69	C$73.02	16.5%
Kerbs & Edges	C$99,271.10	C$82.73	18.7%
Markings & Safety	C$42,011.90	C$35.01	7.9%
Pavement Structure	C$1,538,446.86	C$1,282.04	290.1%
Verge & Landscaping	C$259,166.11	C$215.97	48.9%
Setting Out & Earthworks	C$70,664.17	C$58.89	13.3%

Top Items

Description	Total
Plaster insulation of vertical concrete surfaces with a…	C$137,948.00
Installation of prefabricated bases from floor elements…	C$79,992.72
Installation of stops when reinforcing roadbed slopes w…	C$74,277.05
Reinforcement of uphill and drainage ditches, culverts:…	C$73,206.12
Construction of dams, embankments, and embankments by f…	C$37,574.96

What-If Scenarios

iExplore how changes in material, labor, or equipment costs affect the total project budget

Optimistic (-10%)

C$477,309.30

↓ C$53,034.37 savings

Labor -10% · Materials -10% · Equipment -10%

Base Estimate

C$530,343.67

Deterministic

Labor ×1.00 · Materials ×1.00 · Equipment ×1.00

Pessimistic (+15%)

C$609,895.22

↑ C$79,551.55 increase

Labor +15% · Materials +15% · Equipment +15%

Custom Scenario: Adjust cost components

Labor 0%

Materials 0%

Equipment 0%

Custom Scenario Total Cost

C$530,343.67

Project Schedule

≈6 monthsiProject timeline with critical path method (CPM), Gantt chart, and resource allocation

months

167

days

phases

Critical Path

Peak workers

5,840

Labor Hours

Site PreparationEarthworksFoundation WorkStructural FrameworkWaterproofing and SealantsMEP Rough-inMEP Finish WorkTesting and CommissioningCumulative Cost

Labor Hours by Phase

Structural Framework

2,354 hours

Earthworks

2,027 hours

MEP Rough-in

674 hours

Waterproofing and Se

376 hours

MEP Finish Work

340 hours

Testing and Commissi

50 hours

Site Preparation

49 hours

Foundation Work

20 hours

Monthly Cash Flow

6 monthsiMonthly cost distribution and cumulative S-curve showing how project spending builds over time

11%

22%

31%

73%

99%

100%

Month	days	Monthly Cost	%	Cumulative	%
M1	1–30	C$56,371.21	10.6%	C$56,371.21	11%
M2	31–60	C$61,105.31	11.5%	C$117,476.52	22%
M3	61–90	C$49,365.28	9.3%	C$166,841.80	31%
M4	91–120	C$221,749.21	41.8%	C$388,591.02	73%
M5	121–150	C$135,915.82	25.6%	C$524,506.83	99%
M6	151–167	C$5,836.84	1.1%	C$530,343.67	100%

Daily Cash Flow

24 weeks

D17

12%

D33

18%

D49

24%

D65

30%

D81

39%

D97

62%

D113

88%

D129

97%

D145

100%

D161

100%

D167

Week	days	Weekly Cost	%	Cumulative	%
W1	D1–D7	C$3,841.29	0.7%	C$3,841.29	1%
W2	D8–D14	C$14,725.44	2.8%	C$18,566.73	4%
W3	D15–D21	C$16,539.46	3.1%	C$35,106.19	7%
W4	D22–D28	C$16,539.46	3.1%	C$51,645.65	10%
W5	D29–D35	C$15,815.16	3.0%	C$67,460.80	13%
W6	D36–D42	C$14,004.40	2.6%	C$81,465.20	15%
W7	D43–D49	C$14,004.40	2.6%	C$95,469.61	18%
W8	D50–D56	C$14,004.40	2.6%	C$109,474.01	21%
W9	D57–D63	C$14,004.40	2.6%	C$123,478.41	23%
W10	D64–D70	C$14,004.40	2.6%	C$137,482.81	26%
W11	D71–D77	C$14,004.40	2.6%	C$151,487.21	29%
W12	D78–D84	C$12,482.46	2.4%	C$163,969.67	31%
W13	D85–D91	C$3,350.82	0.6%	C$167,320.49	32%
W14	D92–D98	C$46,032.20	8.7%	C$213,352.69	40%
W15	D99–D105	C$46,032.20	8.7%	C$259,384.89	49%
W16	D106–D112	C$60,296.19	11.4%	C$319,681.08	60%
W17	D113–D119	C$60,296.19	11.4%	C$379,977.27	72%
W18	D120–D126	C$60,296.19	11.4%	C$440,273.47	83%
W19	D127–D133	C$47,830.82	9.0%	C$488,104.29	92%
W20	D134–D140	C$16,667.40	3.1%	C$504,771.69	95%
W21	D141–D147	C$16,667.40	3.1%	C$521,439.09	98%
W22	D148–D154	C$4,441.12	0.8%	C$525,880.21	99%
W23	D155–D161	C$2,403.40	0.5%	C$528,283.61	100%
W24	D162–D167	C$2,060.06	0.4%	C$530,343.67	100%

Line Items

18 itemsiDetailed work items grouped by category with quantities, unit prices, and resource breakdown

▼Setting Out & Earthworks 4 items C$70,664.17

# Code Description Qty Unit Unit Price Total

MEKA_KANE_KANEVO_MESAm

Setting up simple network paths: configuration and setup of network components (bridge, router, modem, etc.)

1.0

1 set(Setting Out & Earthworks)

pcs

C$1,329.90

C$1,682.33

C$1,329.91 +15% C$199.49 +10% C$152.94

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Category I engineer	16.00	person-hour	C$17.39	C$278.24
Category II Engineer	16.00	person-hour	C$15.86	C$253.72
Setting up simple network paths: configuration and setup of network components (	1.00	pcs	C$598.46	C$598.46
Setting up simple network paths: configuration and setup of network components (	1.00	pcs	C$199.49	C$199.49

KAME_KARI_MEMEDX_KAME

Clearing areas of shrubs and small trees by hand: with sparse vegetation

1,600.0

1600 m²(Setting Out & Earthworks)

C$0.74

C$1,492.84

C$1,180.11 +15% C$177.02 +10% C$135.71

Labor Materials Equipment

Type	Resource	Qty	Unit	Unit Price	Cost
	Average workload TO.KA	49.44	hrs	C$23.87	C$1,180.11

SASA_KAME_KAKANE_KARI

Cutting openings with continuous leveling of slopes in partitions: brick

400.0

400 m³(Setting Out & Earthworks)

C$59.12

C$29,914.04

C$23,647.46 +15% C$3,547.12 +10% C$2,719.46

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	615.20	hrs	C$25.12	C$15,454.13
Dowels	0.04	t	C$8,630.53	C$345.22
Plaster mortar, lime, M100	4.56	m3	C$187.29	C$854.06
Single woven steel mesh made of uncoated wire with square cells, wire diameter ME.PU mm, cell size 12x12 mm	50.40	m2	C$9.44	C$475.67
Hot-rolled steel channels, steel grades St3ps, St3sp, No. 5U-10U, No. 5P-10P	2.56	t	C$2,459.18	C$6,295.50
Flatbed trucks, load capacity up to 5 tons	0.40	Machine hours	C$25.75	C$10.30
Personnel: 1 person-hour/machine-hour	0.40	Machine hours	C$14.28	C$5.71
Mobile screw compressors with electric motor, pressure up to 1 MPa (10 atm), capacity up to 5 m3/min	28.16	Machine hours	C$7.06	C$198.89
Pneumatic jackhammers powered by mobile compressors	56.32	Machine hours	C$0.14	C$7.98

TONE_KAME_KAKAPU_KARI

Construction of dams, embankments, and embankments by filling soil into water: in artificial ponds in layers up to 2 m

100.0

100 m³(Setting Out & Earthworks)

C$297.04

C$37,574.96

C$29,703.53 +15% C$4,455.53 +10% C$3,415.91

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	2.96	hrs	C$13.79	C$40.82
Water	28.00	m3	C$998.93	C$27,967.63
Chrysotile cement pressure pipes, class BT6, nominal diameter 150 mm	0.15	m	C$10,342.18	C$1,552.90
Bulldozers, power 59 kW (80 hp)	0.02	Machine hours	C$48.55	C$0.82
Personnel: 1 person-hour/machine-hour	0.02	Machine hours	C$10.35	C$0.18
Bulldozers, power 79 kW (108 hp)	1.75	Machine hours	C$52.03	C$91.00
Personnel: 1 person-hour/machine-hour	1.75	Machine hours	C$12.09	C$21.14
Single-bucket diesel excavators on pneumatic wheels, bucket capacity KA.RISA m3	0.02	Machine hours	C$41.47	C$0.79
Personnel: 1 person-hour/machine-hour	0.02	Machine hours	C$10.35	C$0.19
Self-propelled pneumatic wheeled static rollers, weight 16 t	0.20	Machine hours	C$124.67	C$25.55
Personnel: 1 person-hour/machine-hour	0.20	Machine hours	C$12.09	C$2.48
Disc harrows for land reclamation without a tractor	0.02	Machine hours	C$1.59	C$0.03

▼Drainage 5 items C$87,621.69

# Code Description Qty Unit Unit Price Total

KAME_KARI_KAPUVO_KARI

Reinforcement of uphill and drainage ditches, culverts: half-pipes

400.0

400 m(Drainage)

C$144.68

C$73,206.12

C$57,870.45 +15% C$8,680.57 +10% C$6,655.10

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Average workload TO.KA	552.00	hrs	C$22.07	C$12,181.70
Bitumen oil modified roofing BNM-55/60	0.48	t	C$79,842.01	C$38,323.91
Crawler cranes, lifting capacity 25 t	63.60	Machine hours	C$97.74	C$6,216.32
Personnel: 1 person-hour/machine-hour	63.60	Machine hours	C$17.71	C$1,126.53
Mobile electric bitumen boilers with centrifugal mixer, loading capacity 400 l	3.80	Machine hours	C$5.79	C$21.99

TOVO_KAME_KAMEKA_KARI

Laying of chrysotile cement perforated drainage pipes with a diameter of: 400 mm

12.0

12 m(Drainage)

C$56.44

C$856.71

C$677.23 +15% C$101.59 +10% C$77.88

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	5.78	hrs	C$22.79	C$131.77
Chrysotile cement coupling for non-pressure pipes BNM, nominal diameter 400 mm	3.05	pcs	C$144.00	C$441.94
Mobile cranes, lifting capacity 16 t	0.08	Machine hours	C$77.14	C$5.93
Personnel: 1 person-hour/machine-hour	0.08	Machine hours	C$18.93	C$1.45
Cranes on a tractor, power 121 kW (165 hp), lifting capacity 5 t	1.00	Machine hours	C$66.89	C$67.02
Personnel: 1 person-hour/machine-hour	1.00	Machine hours	C$18.93	C$18.97
Flatbed trucks, load capacity up to 5 tons	0.23	Machine hours	C$29.96	C$6.91
Personnel: 1 person-hour/machine-hour	0.23	Machine hours	C$14.09	C$3.25

KAME_KARI_KAPUDX_KARI

Installation of headwalls for: half-pipe gutters

4.0

4 pcs(Drainage)

pcs

C$336.25

C$1,701.42

C$1,344.99 +15% C$201.75 +10% C$154.67

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	19.20	hrs	C$22.11	C$424.50
Crushed stone from dense rock for construction work M 800, fraction 10-20 mm	0.08	m3	C$569.31	C$45.52
Heavy concrete mixes (BST) on gravel aggregate, class B15, F(1)100, W4	0.32	m3	C$1,050.76	C$336.24
Crawler cranes, lifting capacity 25 t	4.52	Machine hours	C$102.09	C$461.47
Personnel: 1 person-hour/machine-hour	4.52	Machine hours	C$17.09	C$77.26

RILI_KARI_KATORI_KASA

Installation of single-section concrete sand traps 500 mm long on prepared foundations, hydraulic section diameter: 400

8.0

8 pcs(Drainage)

pcs

C$594.03

C$6,011.62

C$4,752.27 +15% C$712.84 +10% C$546.51

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	12.80	hrs	C$22.91	C$293.32
Bitumen-polymer jointing strips for road surfaces made of asphalt concrete mixtures, dimensions 50x5 mm	8.32	m	C$91.24	C$759.19
Self-tapping phosphated steel screws with countersunk head and cross-shaped slot, pointed, diameter PU.RI mm, length 65 mm	0.19	1000 pcs	C$2,254.45	C$432.84
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB	0.02	m3	C$94,848.34	C$1,517.32
Edged board of coniferous species, natural moisture content, length RI-NE.SA m, width 100-250 mm, thickness 25 mm, grade II	0.01	m3	C$33,761.90	C$269.93
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	0.91	kg	C$1,513.01	C$1,379.72
Sideboard trucks, load capacity up to 12 tons, with crane-manipulator, load capacity ME.SA tons	0.78	Machine hours	C$49.54	C$38.44
Personnel: 1 person-hour/machine-hour	0.78	Machine hours	C$15.36	C$11.91
Single-bucket universal front pneumatic wheel loaders, nominal capacity of main bucket ME.ME m3, load capacity 2 t	0.68	Machine hours	C$35.73	C$24.30
Personnel: 1 person-hour/machine-hour	0.68	Machine hours	C$13.35	C$9.08
Deep vibrators	0.26	Machine hours	C$0.56	C$0.14
Concrete mixer trucks, drum capacity 6 m3	0.26	Machine hours	C$45.53	C$12.02
Personnel: 1 person-hour/machine-hour	0.26	Machine hours	C$15.36	C$4.05

RILI_KARI_KARILI_KAME

Laying corrugated polymer pipes for storm drainage, diameter KA.PU m

60.0

60 m(Drainage)

C$77.02

C$5,845.82

C$4,621.20 +15% C$693.18 +10% C$531.44

Labor Materials Equipment

Type	Resource	Qty	Unit	Unit Price	Cost
	Average workload TO.KA	13.14	hrs	C$23.87	C$313.63
	Double-layer profiled polyethylene storm pipes, SN8, diameter 400 mm	60.00	m	C$71.79	C$4,307.57

▼Pavement Structure 3 items C$218,823.82

# Code Description Qty Unit Unit Price Total

MEME_KAME_KAPUVO_KARI

Installation of prefabricated bases from floor elements: on dry backfill with a layer thickness of 50 mm

1,200.0

1200 m²(Pavement Structure)

C$52.70

C$79,992.72

C$63,235.35 +15% C$9,485.30 +10% C$7,272.07

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	1,329.00	hrs	C$24.56	C$32,637.21
Floor elements made of small-format gypsum fiber sheets	1,224.00	m2	C$22.38	C$27,391.84
Electricity	36.72	kWh	C$0.30	C$10.86
Polyethylene tapes with adhesive layer, transparent, width 20 mm, thickness KA.KAVO mm	6.36	kg	C$44.82	C$285.05
Polyethylene film, thickness KA.RI-KA.SA mm	1,380.00	m2	C$0.70	C$966.44
Self-tapping steel screws, oxidized, with countersunk head and cross-shaped slot, double thread, pointed, diameter TO.DX mm, length 30 mm	144.00	100 pcs	C$1.90	C$273.40
Dry mixes for outdoor work, fine-grained, gypsum, adhesive, for gluing gypsum plasterboard and mineral wool boards, manual application, compressive strength RI.KA MPa, adhesion strength to the base KA.TO MPa, flexural strength ME.KA MPa	60.00	kg	C$0.51	C$30.82
Dry gypsum-based putty mixes with polymer additives, aggregate size no more than KA.RI mm, flexural strength no more than ME.KA MPa	180.00	kg	C$1.06	C$190.49
Single-mast hoists, load capacity up to 500 kg, lifting height 45 m	4.44	Machine hours	C$2.35	C$10.43
Personnel: 1 person-hour/machine-hour	4.44	Machine hours	C$12.56	C$55.76
Flatbed trucks, load capacity up to 5 tons	34.92	Machine hours	C$25.48	C$889.62
Personnel: 1 person-hour/machine-hour	34.92	Machine hours	C$14.13	C$493.44

KAME_KAME_KARIPU_MEKA

When moving soil for every subsequent 100 m on roads: with lower-grade coatings, add to standard KAME-KAME-KARIPU-KARI

1,200.0

1200 m²(Pavement Structure)

C$0.58

C$883.10

C$698.09 +15% C$104.71 +10% C$80.28

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	1.21	hrs	C$4.11	C$4.98
Self-propelled scrapers, geometric bucket capacity VO.KA m3	5.24	Machine hours	C$128.07	C$671.60
Personnel: 1 person-hour/machine-hour	5.24	Machine hours	C$4.10	C$21.51

PUME_KAME_KAKAME_KAPU

Plaster insulation of vertical concrete surfaces with asphalt mastic: in three layers of 5 mm each

1,200.0

1200 m²(Pavement Structure)

C$90.87

C$137,948.00

C$109,049.80 +15% C$16,357.47 +10% C$12,540.73

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	1,120.80	hrs	C$24.54	C$27,501.55
Liquid bitumen RB-1	0.24	t	C$3,287.15	C$788.91
Hot asphalt mastic AM-1, AM-2, AM-3	29.64	t	C$2,578.06	C$76,413.80
Colored cotton rags	3.60	kg	C$3.72	C$13.38
Mobile electric bitumen boilers with centrifugal mixer, loading capacity 400 l	1.92	Machine hours	C$5.68	C$10.89
Bitumen fillers, load capacity 4 t	55.68	Machine hours	C$58.64	C$3,264.97
Personnel: 1 person-hour/machine-hour	55.68	Machine hours	C$18.97	C$1,056.29

▼Kerbs & Edges 2 items C$99,271.10

# Code Description Qty Unit Unit Price Total

RILI_KARI_KAMESA_KARI

Installation of monolithic concrete curbs using a concrete paver-leveler with sliding forms: on a straight section

400.0

400 m(Kerbs & Edges)

C$49.40

C$24,994.05

C$19,758.14 +15% C$2,963.72 +10% C$2,272.19

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	83.60	hrs	C$25.03	C$2,092.81
Water	1.20	m3	C$12.98	C$15.59
Plasticizing additive for concrete mixes	0.40	t	C$27,327.33	C$10,930.90
Butyl rubber sealing mastic, viscoelastic	28.00	kg	C$68.05	C$1,905.32
Single-bucket universal front pneumatic wheel loaders, nominal capacity of the main bucket RI.TO m3, load capacity 4 t	2.00	Machine hours	C$79.21	C$158.41
Personnel: 1 person-hour/machine-hour	2.00	Machine hours	C$15.62	C$31.24
Concrete pavers with sliding forms, power 70 kW (92 hp)	10.80	Machine hours	C$338.89	C$3,660.01
Personnel: 2 man-hours/machine-hour	10.80	Machine hours	C$37.74	C$407.56
Watering machines, tank capacity 6 m3	1.20	Machine hours	C$71.34	C$85.60
Personnel: 1 person-hour/machine-hour	1.20	Machine hours	C$13.59	C$16.31
Pneumatic-tired tractors, power 59 kW (80 hp)	10.00	Machine hours	C$31.85	C$318.52
Personnel: 1 person-hour/machine-hour	10.00	Machine hours	C$13.59	C$135.86

KAME_KARI_KAPULI_KATO

Installation of stops when reinforcing roadbed slopes with concrete slabs: monolithic

400.0

400 m(Kerbs & Edges)

C$146.79

C$74,277.05

C$58,717.04 +15% C$8,807.56 +10% C$6,752.46

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	1,052.00	hrs	C$23.18	C$24,389.95
Water	14.00	m3	C$203.18	C$2,844.80
Natural sand for construction work, class II, coarse-grained	3.08	m3	C$5,301.85	C$16,329.72
Forgings from square billets, weight ME.SA-PU.SA kg	0.04	t	C$375,375.03	C$15,015.21
Watering machines, tank capacity 6 m3	1.88	Machine hours	C$58.73	C$110.41
Personnel: 1 person-hour/machine-hour	1.88	Machine hours	C$14.33	C$26.94

▼Markings & Safety 3 items C$42,011.90

# Code Description Qty Unit Unit Price Total

RISA_KASA_KANEME_KAME

Insulation quality check with a spark flaw detector on the edge of the first 10 m of pipelines, diameter: up to 300 mm

400.0

400 m(Markings & Safety)

C$24.43

C$12,360.36

C$9,771.04 +15% C$1,465.66 +10% C$1,123.67

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Worker Category 1	252.80	hrs	C$20.74	C$5,241.82
Special-purpose all-terrain vehicles, load capacity up to ME.SA tons	122.80	Machine hours	C$23.44	C$2,878.15
Personnel: 1 person-hour/machine-hour	122.80	Machine hours	C$12.64	C$1,552.75
Handheld spark flaw detectors for checking the continuity of protective coatings on metal structures	122.80	Machine hours	C$0.80	C$98.32

RILI_KADX_KAKAVO_KAME

Installation of foundationless road signs: on metal posts

6.0

6 pcs(Markings & Safety)

pcs

C$504.55

C$3,829.51

C$3,027.28 +15% C$454.09 +10% C$348.14

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Average workload TO.KA	19.20	hrs	C$23.37	C$448.68
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14), length 16-160 mm	0.00	t	C$450,233.59	C$1,350.94
B-KF-093 primer	0.00	t	C$785,063.36	C$942.22
PF-115 enamel	0.00	t	C$375,977.94	C$225.56
Drilling and crane machines based on a crawler tractor with a power of 93 kW (126 hp), drilling depth up to 5 m, hole diameter up to 800 mm	0.66	Machine hours	C$55.55	C$36.66
Personnel: 1 person-hour/machine-hour	0.66	Machine hours	C$16.05	C$10.60
Mobile cranes, lifting capacity 16 t	0.09	Machine hours	C$66.82	C$6.09
Personnel: 1 person-hour/machine-hour	0.09	Machine hours	C$18.76	C$1.71
Flatbed trucks, load capacity up to 5 tons	0.12	Machine hours	C$25.95	C$3.13
Personnel: 1 person-hour/machine-hour	0.12	Machine hours	C$13.96	C$1.68

NEVO_KARI_KARILI_KATO

Replacement of axial road bollards

20.0

20 pcs(Markings & Safety)

pcs

C$1,020.63

C$25,822.03

C$20,412.67 +15% C$3,061.90 +10% C$2,347.46

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
2nd grade worker	12.77	hrs	C$53.40	C$682.05
Rubber crumbs	10,000.00	kg	C$1.90	C$18,955.09
Trucks, load capacity up to 6 t, with crane-manipulator, load capacity NE.RI t	2.00	Machine hours	C$239.91	C$479.83
Personnel: 1 person-hour/machine-hour	2.00	Machine hours	C$34.83	C$69.66
Road service machines (road maintenance machine), engine power 80 kW (109 hp)	1.33	Machine hours	C$134.61	C$179.57
Personnel: 1 person-hour/machine-hour	1.33	Machine hours	C$34.83	C$46.46

▼Verge & Landscaping 1 items C$11,950.99

# Code Description Qty Unit Unit Price Total

KAVO_KARI_TOVOKA_KAMEm

LED lighting complex at a support height of: up to 8 m

8.0

8 pcs(Verge & Landscaping)

set

C$1,180.93

C$11,950.99

C$9,447.43 +15% C$1,417.11 +10% C$1,086.45

Labor Materials Equipment

Resource	Qty	Unit	Unit Price	Cost
Grade 3 worker	174.16	hrs	C$22.33	C$3,888.34
Grade 4 worker	122.24	hrs	C$25.15	C$3,073.90
Electricity	2.08	kWh	C$0.28	C$0.58
Single-component silicone-based sealant, acidic, universal	0.24	l	C$31.07	C$7.45
Mobile cranes, lifting capacity 16 t	12.72	Machine hours	C$61.91	C$787.52
Personnel: 1 person-hour/machine-hour	12.72	Machine hours	C$17.92	C$227.94
Auto hydraulic lifts, lifting height 18 m	31.04	Machine hours	C$31.76	C$985.71
Personnel: 1 person-hour/machine-hour	31.04	Machine hours	C$15.33	C$475.99

Cost Summary

Direct Cost	313%	C$1,657,851.25
Overhead	+15%	C$248,677.70
Profit	+10%	C$190,652.91
Grand Total		C$530,343.67

Resource Summary

75 resourcesiAggregated materials, labor, and equipment needed for the entire project

Materials to Order (36)

Resource	Unit	Qty	Unit Price	Cost
Hot asphalt mastic AM-1, AM-2, AM-3	t	29.64	C$2,578.06	C$76,413.80
Bitumen oil modified roofing BNM-55/60	t	0.48	C$79,841.48	C$38,323.91
Water	m3	43.20	C$713.61	C$30,828.02
Floor elements made of small-format gypsum fiber sheets	m2	1,224.00	C$22.38	C$27,391.84
Rubber crumbs	kg	10,000.00	C$1.90	C$18,955.09
Natural sand for construction work, class II, coarse-grained	m3	3.08	C$5,301.86	C$16,329.72
Forgings from square billets, weight ME.SA-PU.SA kg	t	0.04	C$375,380.25	C$15,015.21
Plasticizing additive for concrete mixes	t	0.40	C$27,327.25	C$10,930.90
Hot-rolled steel channels, steel grades St3ps, St3sp, No. 5U-10U, No.	t	2.56	C$2,459.18	C$6,295.50
Double-layer profiled polyethylene storm pipes, SN8, diameter 400 mm	m	60.00	C$71.79	C$4,307.57
Butyl rubber sealing mastic, viscoelastic	kg	28.00	C$68.05	C$1,905.32
Chrysotile cement pressure pipes, class BT6, nominal diameter 150 mm	m	0.15	C$10,352.67	C$1,552.90
Planed softwood bars (pine, spruce), dimensions 50x50 mm, grade AB	m3	0.02	C$94,832.50	C$1,517.32
Single-component polyurethane structural sealant, water-resistant, res	kg	0.91	C$1,512.85	C$1,379.72
Steel bolts with hexagonal heads, thread diameter M8 (M10, M12, M14),	t	0.00	C$450,313.33	C$1,350.94
Polyethylene film, thickness KA.RI-KA.SA mm	m2	1,380.00	C$0.70	C$966.44
B-KF-093 primer	t	0.00	C$785,183.33	C$942.22
Plaster mortar, lime, M100	m3	4.56	C$187.29	C$854.06
Liquid bitumen RB-1	t	0.24	C$3,287.12	C$788.91
Bitumen-polymer jointing strips for road surfaces made of asphalt conc	m	8.32	C$91.25	C$759.19
Setting up simple network paths: configuration and setup of network co	pcs	1.00	C$598.46	C$598.46
Single woven steel mesh made of uncoated wire with square cells, wire	m2	50.40	C$9.44	C$475.67
Chrysotile cement coupling for non-pressure pipes BNM, nominal diamete	pcs	3.05	C$144.99	C$441.94
Self-tapping phosphated steel screws with countersunk head and cross-s	1000 pcs	0.19	C$2,254.38	C$432.84
Dowels	t	0.04	C$8,630.50	C$345.22
Heavy concrete mixes (BST) on gravel aggregate, class B15, F(1)100, W4	m3	0.32	C$1,050.75	C$336.24
Polyethylene tapes with adhesive layer, transparent, width 20 mm, thic	kg	6.36	C$44.82	C$285.05
Self-tapping steel screws, oxidized, with countersunk head and cross-s	100 pcs	144.00	C$1.90	C$273.40
Edged board of coniferous species, natural moisture content, length RI	m3	0.01	C$33,741.25	C$269.93
PF-115 enamel	t	0.00	C$375,933.33	C$225.56
Grand Total				C$260,791.99

Labor Requirements (9)

Resource	Unit	Qty	Unit Price	Cost
Worker Category 1	hrs	4,495.35	C$24.07	C$108,212.86
Average workload TO.KA	hrs	633.78	C$22.29	C$14,124.12
Personnel: 1 person-hour/machine-hour	Machine hours	359.67	C$15.31	C$5,506.34
Grade 3 worker	hrs	174.16	C$22.33	C$3,888.34
Grade 4 worker	hrs	122.24	C$25.15	C$3,073.90
2nd grade worker	hrs	12.77	C$53.40	C$682.05
Personnel: 2 man-hours/machine-hour	Machine hours	10.80	C$37.74	C$407.56
Category I engineer	person-hour	16.00	C$17.39	C$278.24
Category II Engineer	person-hour	16.00	C$15.86	C$253.72
Grand Total				C$136,427.13

Equipment Requirements (30)

Resource	Unit	Qty	Unit Price	Cost
Crawler cranes, lifting capacity 25 t	Machine hours	68.12	C$98.03	C$6,677.79
Concrete pavers with sliding forms, power 70 kW (92 hp)	Machine hours	10.80	C$338.89	C$3,660.01
Bitumen fillers, load capacity 4 t	Machine hours	55.68	C$58.64	C$3,264.97
Special-purpose all-terrain vehicles, load capacity up to ME.SA tons	Machine hours	122.80	C$23.44	C$2,878.15
Auto hydraulic lifts, lifting height 18 m	Machine hours	31.04	C$31.76	C$985.71
Flatbed trucks, load capacity up to 5 tons	Machine hours	35.67	C$25.51	C$909.96
Mobile cranes, lifting capacity 16 t	Machine hours	12.89	C$62.04	C$799.54
Self-propelled scrapers, geometric bucket capacity VO.KA m3	Machine hours	5.24	C$128.07	C$671.60
Trucks, load capacity up to 6 t, with crane-manipulator, load capacity	Machine hours	2.00	C$239.91	C$479.83
Pneumatic-tired tractors, power 59 kW (80 hp)	Machine hours	10.00	C$31.85	C$318.52
Setting up simple network paths: configuration and setup of network co	pcs	1.00	C$199.49	C$199.49
Mobile screw compressors with electric motor, pressure up to 1 MPa (10	Machine hours	28.16	C$7.06	C$198.89
Watering machines, tank capacity 6 m3	Machine hours	3.08	C$63.64	C$196.01
Road service machines (road maintenance machine), engine power 80 kW (	Machine hours	1.33	C$134.61	C$179.57
Single-bucket universal front pneumatic wheel loaders, nominal capacit	Machine hours	2.00	C$79.20	C$158.41
Handheld spark flaw detectors for checking the continuity of protectiv	Machine hours	122.80	C$0.80	C$98.32
Bulldozers, power 79 kW (108 hp)	Machine hours	1.75	C$52.03	C$91.00
Cranes on a tractor, power 121 kW (165 hp), lifting capacity 5 t	Machine hours	1.00	C$66.89	C$67.02
Sideboard trucks, load capacity up to 12 tons, with crane-manipulator,	Machine hours	0.78	C$49.54	C$38.44
Drilling and crane machines based on a crawler tractor with a power of	Machine hours	0.66	C$55.55	C$36.66
Grand Total				C$22,024.83

Material Alternatives

iAlternative materials with approximate price difference. Percentages show material cost change relative to the current specification.

Plaster insulation of vertical concrete surfaces with aC$77,216.10

High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%

Reinforcement of uphill and drainage ditches, culverts:C$38,323.91

Galvanized rebar+35%Fiber reinforcement-15%Stainless steel rebar+110%

Installation of stops when reinforcing roadbed slopes wC$34,189.74

High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%

Installation of monolithic concrete curbs using a concrC$12,851.81

High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%

Installation of single-section concrete sand traps 500 C$4,359.01

High-strength concrete+20%Lightweight concrete+15%Recycled aggregate-10%

Laying corrugated polymer pipes for storm drainage, diaC$4,307.57

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

184days

P50

50% probability the project finishes within this timeframe. Median scenario based on Monte Carlo simulation.

199days

P80

80% probability — recommended planning basis. Accounts for common delays and uncertainties.

213days

P95

95% probability — conservative estimate. Covers nearly all risk scenarios including severe delays.

+32days

Buffer

Recommended time buffer to add to the deterministic schedule. Covers typical construction uncertainties.

Base Cost (P50)

C$530,343.67

Budget (P80)

C$574,092.26

Maximum (P95)

C$616,017.99

Contingency

+8.2%

Recommended cost reserve based on schedule risk analysis — C$43,748.59
Recommended Budget: C$574,092.26

Deterministic 167 days

P50 184 days

P80 199 days

P95 213 days

P50 P80 P95

Based on Monte Carlo simulation with 10,000 iterations using PERT distribution for each phase duration.

Peak: 14

5,841 man-hours

5 crit. phases

Cost Risk Analysis

Monte Carlo · 10,000 iterations

Monte Carlo simulation of construction cost uncertainty

Cost Percentiles

C$2,597,408.03

P10

C$2,638,831.98

P25

C$2,689,446.77

P50

C$2,760,901.77

P80

C$2,796,638.10

P90

Cumulative Probability (S-Curve)

+2.7%

Recommended Contingency (P80 − P50)

Reserve to cover likely cost overruns with 80% confidence — C$71,455.00

Top Risk Drivers

Category	Work Item	Risk Share
Pavement Structure	Straightening of a standard switch on reinforced c	81.4%
Pavement Structure	Installation of external waterproofing of walls us	8.9%
Verge & Landscaping	Sowing grass seeds	6.0%
Pavement Structure	Plaster insulation of vertical concrete surfaces w	1.6%
Drainage	Reinforcement of uphill and drainage ditches, culv	0.5%
Pavement Structure	Installation of prefabricated bases from floor ele	0.5%
Kerbs & Edges	Installation of stops when reinforcing roadbed slo	0.5%
Setting Out & Earthworks	Construction of dams, embankments, and embankments	0.2%

Sensitivity Analysis

±10%iImpact of ±10% change in each cost component on the total project cost

This tornado chart shows how a ±10% change in each cost category affects the total estimate. The wider the bar, the greater the cost impact — helping identify which cost drivers carry the most risk and where tighter cost control may be needed.

Decrease ← → IncreaseImpact

Materials

±C$26,079.20±4.9%

Overhead

±C$24,867.77±4.7%

Profit

±C$19,065.29±3.6%

Labor

±C$13,642.72±2.6%

Equipment

±C$2,202.48±0.4%

Cost Summary

iFinal cost breakdown with direct costs, overhead, profit, and grand total

Labor	C$136,427.15	26%
Materials	C$260,792.02	49%
Equipment	C$22,024.82	4%
Direct Cost	C$1,657,851.25
Overhead	C$248,677.70	47%
Profit	C$190,652.91	36%
Grand Total	C$530,343.67	100%

EUR equivalent	€330.844,46
USD equivalent	$381,298.24
GBP equivalent	£288,671.72

Estimate Classification

AACE 18R-97

AACE International Recommended Practice 18R-97

ClassClass 2

Typical PurposeCost Control

Expected Accuracy Range: -15% / +20%

Project Definition Level: 30–75%

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
1,113 EUR/m²

Significantly below range · 0.45x ratio to typical

Methodology & Assumptions

iCalculation methodology, data sources, and key assumptions underlying this estimate

Data Source	DDC Pricing DB — English
Confidence Level	50%
Overhead Rate	15%
Profit Rate	10%
Items Matched	18

Assumptions

Costs adjusted by location-specific labor, material, and equipment factors
Exchange rates are offline reference rates and may differ from market rates
All amounts exclude VAT / sales tax
This estimate is for preliminary budgeting only — not a binding quotation

Included in Estimate

All labor, materials, and equipment per defined scope
Overhead and profit margins as specified
Location-adjusted pricing factors applied

Excluded from Estimate

VAT / sales tax
Permits, licenses, and legal fees
Temporary works and site facilities
Design and engineering fees

Prices current as of 2026-03-16 · No cost escalation or inflation adjustment applied

Access Road Construction Cost Estimate — 1200 m² (200×6m)

About This Project

Scope of Works

Get a Personalized Estimate for Your Project

Overview

Work Items

Project Context

Cost Breakdown

Cost Flow

Categories

Top Items

What-If Scenarios

Project Schedule

Monthly Cash Flow

Daily Cash Flow

Line Items

Resource Summary

Material Alternatives

Risk Analysis

Cost Risk Analysis

Cost Percentiles

Cumulative Probability (S-Curve)

Top Risk Drivers

Sensitivity Analysis

Cost Summary

Estimate Classification

Cost Benchmark

Methodology & Assumptions

Frequently Asked Questions

Get a Personalized Estimate for Your Project

Access Road Construction Cost Estimate — 1200 m² (200×6m)

About This Project

Scope of Works

Get a Personalized Estimate for Your Project

Overview

Work Items

Project Context

Cost Breakdown

Cost Flow

Categories

Top Items

What-If Scenarios

Project Schedule

Monthly Cash Flow

Daily Cash Flow

Line Items

Resource Summary

Material Alternatives

Risk Analysis

Cost Risk Analysis

Cost Percentiles

Cumulative Probability (S-Curve)

Top Risk Drivers

Sensitivity Analysis

Cost Summary

Estimate Classification

Cost Benchmark

Methodology & Assumptions

Frequently Asked Questions

Related Cost Guides

Water Supply Network

Sewage / Drainage System

Electrical Supply Network

Retaining Wall Construction

Get a Personalized Estimate for Your Project