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Keep up to dateBenchmarking costs for public realm landscaping and business park infrastructure | ||
Public realm landscaping | ||
Lower range £/³¾2 (overall treated area) | Higher range £/³¾2 (overall treated area) | |
Hard landscape | 60 | 150 |
Soft landscape | 5 | 40 |
Street furniture | 5 | 25 |
Signage | 2 | 13 |
Drainage/services/lighting | 5 | 26 |
Total costs | 100 | 240 |
Business park infrastructure | ||
Lower range £/ha (overall business park area) | Higher range £/ha (overall business park area) | |
Earthmoving | 20 | 150 |
Roads | 60 | 270 |
Drainage | 20 | 120 |
Services | 30 | 75 |
Landscaping | 20 | 170 |
Total costs | 150 | 600 |
These costs are based on surveys of a number of urban design and business park projects. They represent a typical range rather than absolute maximum and minimum costs. Costs are at fourth-quarter 1999 price levels based on a South-east location. Preliminaries are included; allowances for contingencies, professional fees and VAT are excluded. Costs of amenity buildings are also excluded from the costs of business park infrastructure. |
Urban improvements – cost breakdown | |||
element cost | £/³¾2 affected area | % of total cost | |
Enabling works | 192 500 | 7.70 | 4.61 |
Carefully take up existing concrete paving slabs and set aside | 10 000 m2 | @ £5 | |
Carefully take up granite kerbs and set aside | 2200 m | @ £10 | |
Plane off existing road surface | 15 000 m2 | @ £5 | |
Take down existing lighting columns, blank off services | 60 | @ £300 | |
Take down existing bollards and dispose | 100 | @ £75 | |
Remove existing trees, grub up main roots, fill void with approved material and imported top soil | 40 | @ £500 | |
Paved/road surfaces | 2 377 500 | 95.10 | 56.90 |
Granite speed tables, 75 mm sawn slabs 500 × 500 mm bedded on 50 mm compacted bed of sand, granular sub-base | 2800 m2 | @ £200 | |
Granite setts, stretcher bond to speed table ramp; 200 × 75 × 150 mm, bedded on 50 mm compacted bed of sand, granular sub-base | 300 m2 | @ £250 | |
40 mm hot-rolled asphalt to BS 594 with 20 mm coated chippings, 50 mm dense bitumen base course, 150 mm dense bitumen road base and 200 mm Type 1 granular sub-base | 7400 m2 | @ £35 | |
Natural Yorkstone pavings, sawn to six sides, 50 mm thick, on type 1 sub-base, bedded on cement:sand (1:3); cement:sand joints | 14 500 m2 | @ £75 | |
Supply and lay on foundation granite kerb, 300 × 200 × 1000 mm square edge | 2200 m | @ £90 | |
Supply and lay on foundation granite channel, 300 × 200 × 1000 mm | 2200 m | @ £90 | |
Drainage/utility covers | 285 500 | 11.42 | 6.83 |
Provide new precast concrete road gullies and drain | 10 500 m2 | @ £10 | |
Provide new precast concrete pavement gullies and drain | 14 500 m2 | @ £5 | |
Allowance to raise/lower existing covers and frames | item | @ £50 000 | |
Footway drainage channels, Aquaslot | 14 500 m2 | @ £4 | |
Street furniture | 101 800 | 4.07 | 2.43 |
Standard bollard, cast iron, including foundation | 200 | @ £300 | |
Cycle rack, including foundation | 10 | @ £200 | |
Direction signage, galvanised steel post with enamelled directional fingers | 10 | @ £1500 | |
Litter bins, cast iron | 20 | @ £450 | |
Outdoor seat, 1.8 m long, cast iron standards with iroko slats | 15 | @ £600 | |
Outdoor seat, 2 m long, exposed aggregate | 15 | @ £450 | |
Soft landscaping | 280 000 | 11.20 | 6.70 |
5 m high semi-mature trees, including tree pit, guard and ring | 140 | @ £2000 | |
Lighting | 297 500 | 11.90 | 7.12 |
Standard lighting column to traffic areas, including cable and connection | 60 | @ £4000 | |
Uplighters to trees, including cable and connection | 30 | @ £1750 | |
Floodlighting to feature area | item | @ £5000 | |
Service runs | 99 000 | 3.96 | 2.37 |
Diversion of electricity cables in one location | item | @ £3000 | |
Resite water valves in two locations | item | @ £4000 | |
Resite fire hydrant valve in one location | item | @ £2000 | |
Divert British Telecom cables and equipment in three locations | item | @ £50 000 | |
Divert cable television equipment in one location | item | @ £40 000 | |
Preliminaries and contingencies | 545 000 | 21.80 | 13.04 |
Contractor’s overheads, site establishment and site supervision; traffic management (allow 10%) | item | @ £363 000 | |
Contingency sum (allow 5%) | item | @ £182 000 | |
Total construction cost | 4 178 800 | 167.15 | 100 |
Urban landscape indicative rates (table 1) | ||
UNIT | RATE £ | |
Enabling works: take up and dispose off site | ||
Paved areas; setts/cobbles | m2 | 2.50-3.50 |
Concrete surfaces | m2 | 2.50-3.50 |
Macadam/bitumen; up to 1000 m2 | m2 | 4.50-5.50 |
Gravel | m2 | 4.50-5.50 |
Turf | m2 | 1.50-2.50 |
Soft landscape | m2 | 8-12 |
Excavate to reduced levels; including disposal | m2 | 55-65 |
Make up levels; 150 mm thick granular fill | m2 | 4-4.50 |
Kerbs and edgings | m | 4-4.50 |
Steel edgings | m | 4-5 |
Metal railings/guardrails | m | 4.50-5.50 |
Timber fencing | m | 2.50-3.50 |
Masonry screen walls; 1.5 m high | m | 10-15 |
Concrete screen walls; 1.5 m high | m | 10-15 |
Clay drains/sewers; max depth not exceeding 1 m | m | 15-20 |
Service runs | m | 12-16 |
Traffic signage | item | 15-20 |
Pedestrian signage | item | 15-20 |
Bollards | item | 15-20 |
Waste bins on pole upstand | item | 10-15 |
Paved/road surfaces (all rates allow for sub-bases/foundations) | ||
Gravel; river or pit; washed; 63 mm thick | m2 | 4-6 |
Dense bitumen macadam; 40 mm thick | m2 | 14-20 |
Tarmacadam; one coat; 19 mm thick | m2 | 10-15 |
Exposed aggregate macadam | m2 | 35-50 |
Asphalt; hot rolled; up to 60 mm thick | m2 | 10-15 |
Precast concrete slabs – 65 mm thick | m2 | 20-30 |
Coloured paving flags – 50 mm thick | m2 | 15-25 |
Precast concrete blocks – 65 mm thick Interset | m2 | 15-25 |
Brick | m2 | 45-80 |
Clay brick on prepared base | m2 | 45-70 |
Granite setts | m2 | 70-250 |
York stone slab; 75 mm thick | m2 | 70-100 |
Limestone | m2 | 60-100 |
Cobblestone; 50-75 mm diameter | m2 | 45-65 |
Terrazzo; 16 mm thick | m2 | 60-100 |
Tactile paving; precast concrete; 75 mm thick | m2 | 40-60 |
Concrete kerbs | m | 15-25 |
Granite kerbs | m | 50-100 |
Concrete edgings | m | 8-15 |
Granite edgings | m | 40-80 |
Steel edgings | m | 20-40 |
Drainage/utility covers (all rates include excavation and any bed and surround/sub-bases) | ||
Aco drain: allowing for gullies in running length | m | 90-120 |
Cable ducts: allowing for access chambers | m | 50-80 |
Inspection chambers; brick; 1050 × 700 × 1500 mm deep; including cast iron cover | item | 800-950 |
Inspection chambers; concrete; 900 mm diameter × 1500 mm deep; including cast iron cover | item | 600-750 |
Gullies: including cast iron grating and accessories | item | 100-150 |
Recessed covers | item | 100-300 |
Urban landscape indicative rates (table 2) | ||
UNIT | RATE £ | |
Street furniture (all rates include supply, installation and any fixings/foundations) | ||
Steel railings/guardrails | m | 40-80 |
Timber fencing; close boarded; 1.8 m high | m | 30-45 |
Masonry screen walls; 1.8 m high | m | 170-210 |
Zebra crossing; across two-lane road | item | 3 500-6 000 |
Pelican crossing; across two-lane road excluding pedestrian barriers | item | 20 000-35 000 |
Traffic signage; illuminated | item | 400-1 000 |
Pedestrian signage | item | 100-300 |
Bollards; concrete | item | 80-150 |
Bollards; cast iron | item | 150-500 |
Benches; cast iron | item | 400-1 000 |
Benches; concrete | item | 200-500 |
Tables; concrete | item | 180-220 |
Litter bins; cast iron; on pole upstand | item | 200-350 |
Cycle racks | item | 50-300 |
Tree planters; stand alone; precast concrete; 2 m diameter × 235 mm high | item | 250-300 |
Soft landscaping | ||
Seeded areas | m2 | 2.50-5 |
Turfed areas | m2 | 3.50-7 |
Planted areas; general | m2 | 9-17 |
Planted areas; shrubbed | m2 | 17-50 |
Planted areas; dense | m2 | 20-50 |
Trickle irrigation pipes | m | 3-6 |
Tree pits; 1 × 1 × 1 m deep | item | 18-21 |
Tree pits; 2 × 2 × 1 m deep | item | 100-115 |
Tree anchoring system; trees to 7.5 m high | item | 20-50 |
Tree guards | item | 200-500 |
Tree grating in frame (2 m diameter) | item | 200-700 |
Nursery stock trees – semi-mature trees 5-8 m high: | item | 100-130 |
coniferous | item | 340-850 |
deciduous | item | 500-1 500 |
Lighting (all rates include supply, installation and fixings/foundations) | ||
12-15 m columns | item | 1 500-5 000 |
Lighting to pedestrian areas; 4-6 m columns | item | 1 000-4 000 |
Spotlights | item | 100-500 |
Uplighters; to trees and other features; including excavation and so on; costs of timers excluded | item | 250-1 000 |
Regional variations | |
All costs in this article are based on schemes located in south-east England and should be adjusted by the following location factors for projects in other areas. | |
Inner London | 1.10 |
Outer London | 1.04 |
South-west | 0.93 |
East Midlands | 0.90 |
West Midlands | 0.88 |
East Anglia | 0.93 |
Yorkshire and Humberside | 0.90 |
North-west | 0.92 |
North | 0.90 |
Scotland | 0.92 |
Wales | 0.88 |
Infrastructure indicative rates (table 1) | ||
UNIT | RATE £ | |
Roads | ||
Costs include all earthworks, drainage, pavements, lighting, signs, fencing and safety barriers where necessary. The maximum depth of cut assumed is 1 m. Costs of features such as interchanges, side roads, bridges, culverts, gantries, retaining walls and so on are not included and are given as an average extra cost for all features | ||
Two-lane road 7.3 m wide, rural location | m | 1200-1500 |
Extra for features | each | 900 |
Two-lane road 7.3 m wide, urban location | m | 1300-1600 |
Extra for features | each | 1900 |
Four-lane road, dual carriageway, rural location | m | 1600-2000 |
Extra for features | each | 1250 |
Four-lane road, dual carriageway, urban location | m | 1500-1800 |
Extra for features | each | 2050 |
Bridges and underpasses | ||
Costs include excavation, concrete works, deck waterproofing and finishings and parapet. Rates are based on the area of the bridge deck | ||
Road bridge; insitu concrete | ||
15 m maximum span between abutments | m2 | 1100-1200 |
20 m maximum span between abutments | m2 | 1000-1100 |
Road bridge; insitu concrete with PCC beams | ||
12 m maximum span between abutments | m2 | 1150-1200 |
17 m maximum span between abutments | m2 | 1100-1150 |
Road bridge; insitu concrete with steel beams | ||
20 m maximum span between abutments | m2 | 1100-1200 |
Footbridge; insitu concrete with PCC beams | ||
10 m maximum span between abutments | m2 | 900-950 |
Pedestrian underpass; 3 × 2.5 m high | m | 3500-4500 |
Vehicle underpass; 7 × 5 m high | m | 18 000-23 000 |
Car parking | ||
Surface car parking | m2 | 37-50 |
Surface car parking; landscaped | m2 | 60-85 |
Infrastructure indicative rates | ||
UNIT | RATE £ | |
Land drainage | ||
Costs include excavation and backfilling of trenches and laying clay drain pipes with 75 mm diameter lateral runs, average 60 mm deep, and 100 mm diameter main runs, average 750 mm deep | ||
Land drainage to parkland at 30 m centres and main runs at 100 m centres | ha | 2000-2300 |
Land drainage to sportsfields at 10 m centres and main runs at 33 m centres | ha | 5500-6500 |
Services runs laid in trenches (including excavation) | ||
Water main | ||
PVCu water main; 75 mm; on granular bed/surround | m | 20-25 |
Electric main | ||
Clayware duct; 100 mm; on granular bed/surround | m | 20-25 |
Gas main | ||
MDPE pipe; 65 mm; on granular bed and surround | m | 20-25 |
Telecommunications | ||
PVCu duct; 100 mm; on granular bed and surround | m | 15-20 |
Drainage | ||
Clay or PVCu pipework; 100-150 mm; on granular bed/surround | m | 20-30 |
Cast-iron pipework; 100-150 mm; on concrete bed and surround | m | 50-60 |
Clay pipework; 375 mm; on granular bed/surround; up to 3 m deep | m | 40-60 |
Ductile iron pipework; 375 mm; on concrete bed and surround | m | 90-110 |
Concrete pipework; 900 mm; on granular bed; up to 3.5 m deep | m | 110-130 |
Brick inspection chamber; cast iron cover; 900-1500 mm deep | item | 625-700 |
Polypropylene inspection chambers; ductile iron cover in plastic frame; 480 mm diameter × 1250 mm deep | item | 250-375 |
Precast concrete inspection chambers; concrete cover slab and frame; 1500 mm diameter × 900-1050 mm deep | item | 500-625 |
Road gully; vitrified clay or precast concrete; cast iron grating; concrete surround; 450 × 900 mm deep | item | 100-120 |
Above-ground services | ||
High-voltage electricity | ||
33 kV overhead power lines (cost/run) | km | 50 000-60 000 |
33 kV underground power lines (cost/run) | km | 140 000-150 000 |
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