ABSTRACT
Excavate ground and reduce levels to receive 38mm thick slab and 25mm mortar bed; dispose of excavated material off site Lay granular fill Type 1; limestone aggregate 150mm thick laid to falls and compacted
all by machine m² 13.10 all by hand except disposal by grab m² 45.00
Lay granular fill Type 1; recycled material; 150mm thick laid to falls and compacted all by machine m² 11.40 all by hand except disposal by grab m² 43.50
Lay 1:2:4 concrete base 150mm thick laid to falls all by machine m² 21.00 all by hand except disposal by grab m² 57.00
150mm hardcore base with concrete base 150mm deep concrete 1:2:4 site mixed m² 32.00 concrete PAV 1 35 ready mixed m² 33.00
Hardcore base 150mm deep; concrete reinforced with A142mesh site mixed concrete 1:2:4; 150mm deep m² 48.50 site mixed concrete 1:2:4; 250mm deep m² 66.00 concrete PAV 1 35N/mm2 ready mixed; 150mm deep m² 38.50 concrete PAV 1 35N/mm2 ready mixed; 250mm deep m² 55.00
PRECAST CONCRETE KERBS
Note: excavation is by machine unless otherwise mentioned
Excavate trench and construct concrete foundation 300mm wide × 150mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35mm maximum; haunching one side; disposal of arisings off site Kerbs laid straight
125mm high × 125mm thick; bullnosed; type BN m 26.00 125× 255mm; ref HB2; SP m 28.00 150× 305mm; ref HB1 m 33.50
Straight kerbs 125mm×255mm laid to radius 0.9m radius m 39.00 1.8m radius m 37.00 3.0m radius m 36.00 6.1m radius m 34.50 9.15m radius m 34.00 12.20m radius m 33.50
Dropper kerbs 125mm×255-150mm; left or right handed m 31.00
Quadrants 305mm radius nr 34.50 455mm radius nr 36.00
Excluding site overheads and profit
Excavate trench and construct concrete foundation 300mm wide × 150mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35mm maximum; haunching one side; disposal of arisings off site Conservation kerbs laid straight
225mm wide × 150mm high; m 50.00 155mm wide × 255mm high m 49.00
Conservation kerbs laid to radius; 145mm×255mm radius 3.25m m 55.00 radius 6.50m m 50.00 radius 9.80m m 49.50 solid quadrant; 305×305mm nr 56.00
STONE KERBS
Excavate and construct concrete foundation 450mm wide × 150mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35mm maximum; haunching one side; lay channel units bedded in 1:3 sand mortar; jointed in cement: sand mortar 1:3 Granite kerbs
straight; 125×250mm m 57.00 curved; 125× 250mm m 69.00
CHANNELS
Excavate and construct concrete foundation 450mm wide × 150mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35mm maximum; haunching one side; lay channel units bedded in 1:3 sand mortar; jointed in cement: sand mortar 1:3 Kerbs; 125mm high × 125mm thick; bullnosed; type BN
dished channel; 125×225mm; Ref CS m 48.50 square channel; 125×150mm; Ref CS2 m 46.00 bullnosed channel; 305×150mm; Ref CBN m 56.00
Brick channel; class B engineering bricks Excavate and construct concrete foundation 600mm wide × 200mm deep; lay channel to depths and falls bricks to be laid as headers along the channel; bedded in 1:3 sand mortar bricks close jointed in cement: sand mortar 1:3
3 courses wide m 63.00
3 coursed granite setts; dished Excavate and construct concrete foundation 400mm wide × 200mm deep; lay channel to depths and falls ; bedded in 1:3: sand mortar
3 courses wide m 66.00
Excluding site overheads and profit
EDGINGS
Precast concrete edging on concrete foundation 100×150mm deep and haunching one side 1:2:4 including all necessary excavation disposal and formwork Rectangular, chamfered or bullnosed; to one side of straight path
50×150mm m 24.00 50×200mm m 29.00 50×250mm m 30.00
Rectangular, chamfered or bullnosed as above but to both sides of straight paths 50×150mm m 51.00 50×200mm m 59.00 50×250mm m 60.00
Timber edgings; softwood Straight
150× 38mm m 6.75 150× 50mm m 8.80
Curved; over 5m radius 150× 38mm m 8.40 150× 50mm m 11.20
Curved; 4-5m radius 150× 38mm m 9.10 150× 50mm m 11.90
Curved; 3-4m radius 150× 38mm m 10.10 150× 50mm m 13.20
Curved; 1-3m radius 150× 38mm m 11.80 150× 50mm m 14.90
Brick or concrete block edge restraint; excavate for foundation; lay concrete 1:2:4 250mm wide × 150mm deep; on 50mm thick sharp sand bed; lay blocks or bricks Blocks 200×100×60mm; PC £8.17/m2; butt jointed
header course m 28.00 stretcher course m 24.50
Bricks 215×112.5 × 50mm; PC £300.00/1000; with mortar joints header course m 29.50 header course; brick on edge m 37.50 stretcher course; flat or brick on edge m 28.50 stretcher course; 2 rows brick on edge m 39.00
Bricks 215×112.5 × 50mm; PC £600.00/1000; with mortar joints header course m 32.00 header course; brick on edge m 40.50 stretcher course; flat or on edge m 23.00 stretcher course; 2 rows brick on edge m 58.00
Excluding site overheads and profit
Sawn yorkstone edgings; excavate for foundations; lay concrete 1:2:4 150mm deep × 33.3% wider than the edging; on 35mm thick mortar bed Yorkstone 50mm thick
100mm wide × random lengths m 38.50 100× 100mm m 39.50 100mm wide × 200mm long m 47.00 250mm wide × random lengths m 46.50 500mm wide × random lengths m 72.00
Granite edgings; excavate for footings; lay concrete 1:2:4 150mm deep × 33.3% wider than the edging; on 35mm thick mortar bed; Granite 50mm thick
100mm wide × 200mm long m 43.00 100mm wide × random lengths m 45.00 250mm wide × random lengths m 51.00 setts; 100×100mm m 56.00 300mm wide × random lengths m 56.00
CAR PARKS
Excavate 350mm for pathways or roadbed to receive surface 100mm thick priced separately; bring to grade; lay 100mm well-rolled hardcore; lay 150mm Type 1granular material; lay kerbs 125×255mm on both sides; including foundations haunched one side in 11.5N/mm² concrete with all necessary formwork Work to falls, crossfalls and cambers not exceeding 15°
1.50m wide m 87.00 2.00m wide m 99.00 3.00m wide m 120.00 4.00m wide m 140.00 5.00m wide m 160.00 6.00m wide m 180.00 7.00m wide m 200.00
As above but excavation 450mm deep and base of Type 1 at 250mm thick 1.50m wide m 160.00 2.00m wide m 195.00 3.00m wide m 265.00 4.00m wide m 335.00 5.00m wide m 405.00 6.00m wide m 475.00 7.00m wide m 540.00
Excluding site overheads and profit
CAR PARKS – cont
To excavated and prepared base above, lay roadbase of 40mm size dense bitumen macadam 70mm thick; lay wearing course of 10mm size dense bitumen macadam 30mm thick; mark out car parking bays 5.0 × 2.4m with thermoplastic road paint; surfaces all mechanically laid Per bay; 5.0 × 2.4m each 265.00 Gangway m2 18.60 As above but stainless steel road studs 100×100mm; two per bay in lieu of thermoplastic paint
per bay; 5.0 × 2.4m each 220.00 Car park as above but with interlocking concrete blocks 200× 100×80mm; grey
per bay; 5.0 × 2.4m each 485.00 gangway m² 40.50
Car park as above but with interlocking concrete blocks 200× 100×80mm; colours per bay; 5.0 × 2.4m each 500.00 gangway m² 41.50
Car park as above but with interlocking concrete blocks 200× 100×60mm; grey per bay; 5.0 × 2.4m each 470.00 gangway m² 39.50
Car park as above but with interlocking concrete blocks 200× 100×60mm; colours per bay; 5.0 × 2.4m each 480.00 gangway m² 40.00
Car park as above but with laying of Grass Concrete Grasscrete in situ continuously reinforced cellular surfacing; including expansion joints at 10m centres; fill with topsoil and peat (5:1) and fertilizer at 35g/m2; seed with dwarf rye grass at 35g/m2
GC1; 100mm thick for cars and light traffic per bay; 5.0 × 2.4m each 450.00 gangway m² 38.00
GC2; 150mm thick for HGV traffic including dust carts per bay; 5.0 × 2.4m each 590.00 gangway m² 49.00
CAR PARKING FOR DISABLED PEOPLE To excavated and prepared base above, lay roadbase of 20mm size dense bitumen macadam 80mm thick; lay wearing course of 10mm size dense bitumen macadam 30mm thick; mark out car parking bays with thermoplastic road paint
per bay; 5.80×3.25m ambulant each 350.00 per bay; 6.55×3.80m wheelchair each 460.00 gangway m² 18.60
Car park as above but with interlocking concrete blocks 200× 100×60mm; grey; but mark out bays
per bay; 5.80×3.25m ambulant each 740.00 per bay; 6.55×3.80m wheelchair each 980.00 gangway m² 39.50
Excluding site overheads and profit
INTERLOCKING BLOCK PAVING
Edge restraint to block paving; excavate for groundbeam; lay concrete 1:2:4 200mm wide × 150mm deep; on 50mm thick sharp sand bed; inclusive of haunching one side Blocks 200×100×60mm; PC £8.17/m2; butt jointed
header course m 15.40 stretcher course m 12.10
Bricks 215×112.5 × 50mm; PC £300.00/1000; with mortar joints header course m 16.80 stretcher course m 16.00
Excavate ground; supply and lay granular fill Type 1 150mm thick laid to falls and compacted; supply and lay block pavers; laid on 50mm compacted sharp sand; vibrated; joints filled with loose sand excluding edgings or kerbs measured separately Concrete blocks
200× 100×60mm m² 54.00 200× 100×80mm m² 55.00
Reduce levels; lay 150mm granular material Type 1; lay vehicular block paving to 90° herringbone pattern; on 50mm compacted sand bed; vibrated; jointed in sand and vibrated; excavate and lay precast concrete edging 50×150mm; on concrete foundation 1:2:4 Blocks 200×100×60mm
1.0m wide clear width between edgings m 100.00 1.5m wide clear width between edgings m 130.00 2.0m wide clear width between edgings m 155.00
Blocks 200×100×60mm but blocks laid 45° herringbone pattern including cutting edging blocks
1.0m wide clear width between edgings m 110.00 1.5m wide clear width between edgings m 135.00 2.0m wide clear width between edgings m 160.00
Blocks 200×100×60mm but all excavation by hand disposal off site by grab 1.0m wide clear width between edgings m 210.00 1.5m wide clear width between edgings m 245.00 2.0m wide clear width between edgings m 285.00
BRICK PAVING
WORKS BY MACHINE
Excavate and lay base Type 1 150mm thick remove arisings; all by machine; lay clay brick paving 200×100×50mm thick; butt jointed on 50mm sharp sand bed
PC £300.00/1000 m² 63.00 PC £600.00/1000 m² 79.00
Excluding site overheads and profit
BRICK PAVING – cont
Excavate and lay base Type 1 150mm thick remove arisings – cont 200×100×50mm thick; 10mm mortar joints on 35mm mortar bed
PC £300.00/1000 m² 79.00 PC £600.00/1000 m² 92.00
Excavate and lay base Type 1 250mm thick all by machine; remove arisings; lay clay brick paving 200×100×50mm thick; 10mm mortar joints on 35mm mortar bed
PC £300.00/1000 m² 86.00
Excavate and lay 150mm readymix concrete base reinforced with A393mesh; all by machine; remove arisings; lay clay brick paving 200×100×50mm thick; 10mm mortar joints on 35mm mortar bed; running or stretcher bond
PC £300.00/1000 m² 97.00 PC £600.00/1000 m² 110.00
200×100×50mm thick; 10mm mortar joints on 35mm mortar bed; butt jointed; herringbone bond
PC £300.00/1000 m² 81.00 PC £600.00/1000 m² 96.00
Excavate and lay base readymix concrete base 150mm thick reinforced with A393mesh; all by machine; remove arisings; lay clay brick paving 215×102.5 × 50mm thick; 10mm mortar joints on 35mm mortar bed
PC £300.00/1000; herringbone m² 99.00 PC £600.00/1000; herringbone m² 110.00
WORKS BY HAND
Excavate and lay base Type 1 150mm thick by hand; arisings barrowed to spoil heap maximum distance 25m and removal off site by grab; lay clay brick paving 200×100×50mm thick; butt jointed on 50mm sharp sand bed
PC £300.00/1000 m² 96.00 PC £600.00/1000 m² 125.00
Excavate and lay 150mm concrete base; 1:3:6: site mixed concrete reinforced with A393mesh; remove arisings to stockpile and then off site by grab; lay clay brick paving 215×102.5 × 50mm thick; 10mm mortar joints on 35mm mortar bed
PC £300.00/1000 m² 97.00 PC £600.00/1000 m² 125.00
FLAG PAVING TO PEDESTRIAN AREAS Prices are inclusive of all mechanical excavation and disposal.
