ABSTRACT
Excavate ground and reduce levels to receive 65mm thick surface and bed (not included); dispose of excavated material off site; treat substrate with total herbicide Lay 100mm compacted hardcore; lay 1:2:4 concrete base 150mm thick laid to falls
all by machine m² 43.00 all by hand except disposal by grab m² 86.00
As above but inclusive of reinforcement fabric A142 all by machine m² 52.00 all by hand except disposal by grab m² 95.00
Lay 100mm compacted hardcore; lay 1:3:6 concrete base 150mm thick laid to falls all by machine m² 36.50 all by hand except disposal by grab m² 79.00
As above but inclusive of reinforcement fabric A142 all by machine m² 45.50 all by hand except disposal by grab m² 88.00
KERBS AND EDGINGS
Note: Excavation is by machine unless otherwise mentioned
Excavate trench and construct concrete foundation 150mm wide×150mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35mm maximum; haunching one side; disposal of arisings off site Edgings laid straight
50×150mm m 31.00 125mm high×150mm wide; bullnosed m 31.00 50×200mm m 31.50
Second hand granite setts 100×100mm m 64.00
Single course; brick or block edgings laid to stretcher concrete blocks 200×100mm m 24.50 engineering bricks m 30.00 paving bricks; PC £500.00/1000 m 31.00
Double course; brick or block edgings laid to stretcher concrete blocks 200×100mm m 27.50 engineering bricks m 35.50 paving bricks; PC £500.00/1000 m 37.50
Single course brick or block edgings laid to header course (soldier course) blocks 200×100×60mm; PC £8.60/m2; butt jointed m 27.50 bricks 200×100×50mm; PC £300.00/1000; butt jointed m 30.00 bricks 200×100×50mm; PC £300.00/1000; mortar joints m 35.00
£ Excluding site overheads and profit
Sawn yorkstone edgings; excavate for groundbeam; lay concrete 1:2:4 150mm deep×33.3% wider than the edging; on 35mm thick mortar bed; inclusive of haunching one side Yorkstone 50mm thick
100mm wide×random lengths m 36.00 100×100mm m 40.00 200mm wide×100mm long m 49.00 250mm wide×random lengths m 46.50 500mm wide×random lengths m 82.00
Timber edgings; softwood 150×38mm
laid straight m 4.60 laid to curves m 6.70
INTERLOCKING BLOCK PAVING
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 62.00 200×100×80mm m² 64.00
Reduce levels; lay 150mm granular material Type 1; lay precast concrete edging 50×150mm; on concrete foundation 1:2:4; lay 200×100×60mm vehicular block paving to 90° herringbone pattern; on 50mm compacted sand bed; vibrated; jointed in sand and vibrated 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 165.00 3.0m wide clear width between edgings m 225.00
Works by hand; reduce levels; lay 150mm granular material Type 1; lay edge restraint of block paving 200mm wide on 150mm thick concrete foundation 1:2:4 haunched; lay 200×100×60mm vehicular block paving to 90° herringbone pattern; on 50mm compacted sand bed; vibrated; jointed in sand and vibrated 1.0m wide clear width between edgings m 96.00 1.5m wide clear width between edgings m 120.00 2.0m wide clear width between edgings m 155.00 3.0m wide clear width between edgings m 215.00
Works by hand; reduce levels; lay 150mm granular material Type 1; lay edge restraint of block paving 200mm wide on 150mm thick concrete foundation 1:2:4 haunched; lay 200×100×60mm vehicular block paving to 90° herringbone pattern; on 50mm compacted sand bed; vibrated; jointed in sand and vibrated 1.0m wide clear width between edgings m 115.00 1.5m wide clear width between edgings m 145.00 2.0m wide clear width between edgings m 185.00 3.0m wide clear width between edgings m 260.00
£ Excluding site overheads and profit
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 72.00 PC £600.00/1000 m² 87.00
200×100×50mm thick; 10mm mortar joints on 35mm mortar bed PC £300.00/1000 m² 88.00 PC £600.00/1000 m² 100.00
Excavate and lay 150mm site mixed concrete base 1:3:6 reinforced with A142mesh; 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 115.00 PC £600.00/1000 m² 130.00
200×100×50mm thick; 10mm mortar joints on 35mm mortar bed; butt jointed; herringbone bond
PC £300.00/1000 m² 99.00 PC £600.00/1000 m² 115.00
Excavate and lay 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 m² 88.00 PC £600.00/1000 m² 100.00
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 85.00 PC £600.00/1000 m² 100.00
Excavate and lay 150mm concrete base; 1:3:6: site mixed concrete reinforced with A142mesh; 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 110.00 PC £600.00/1000 m² 120.00
£ Excluding site overheads and profit
NATURAL STONE/SLAB PAVING
WORKS BY MACHINE
Yorkstone slabs; excavate ground by machine and reduce levels to receive 65mm thick slab and 35mm mortar bed; dispose of excavated material off site; treat substrate with total herbicide; lay granular fill Type 1 150mm thick laid to falls and compacted; lay to random rectangular pattern on 35mm mortar bed; Yorkstone New riven slabs
laid random rectangular m² 150.00 New riven slabs; but to 150mm plain concrete base
laid random rectangular m² 170.00 Reclaimed Cathedral grade riven slabs
laid random rectangular m² 190.00 Reclaimed Cathedral grade riven slabs; but to 150mm plain concrete base
laid random rectangular m² 210.00 New slabs sawn 6 sides
laid random rectangular m² 125.00 3 sizes; laid to coursed pattern m² 130.00
New slabs sawn 6 sides; but to 150mm plain concrete base laid random rectangular m² 140.00 3 sizes; laid to coursed pattern m² 145.00
Indian sandstone slabs; excavate ground by machine and reduce levels to receive 65mm thick slab and 35mm mortar bed; dispose of excavated material off site; treat substrate with total herbicide; lay granular fill Type 1 150mm thick laid to falls and compacted; lay to random rectangular pattern on 35mm mortar bed New riven slabs
laid random rectangular m² 100.00
WORKS BY HAND
Yorkstone slabs; excavate ground by hand and reduce levels to receive 65mm thick slab and 35mm mortar bed; barrow all materials and arisings 25m; dispose of excavated material off site by grab; treat substrate with total herbicide; lay granular fill Type 1 150mm thick laid to falls and compacted; lay to random rectangular pattern on 35mm mortar bed New riven slabs
laid random rectangular m² 170.00 New riven slabs laid random rectangular; but to 150mm plain concrete base
laid random rectangular m² 185.00 Reclaimed Cathedral grade riven slabs
laid random rectangular m² 210.00 Reclaimed Cathedral grade riven slabs; but to 150mm plain concrete base
laid random rectangular m² 220.00 New slabs sawn 6 sides
laid random rectangular m² 140.00 3 sizes; laid to coursed pattern m² 145.00
New slabs sawn 6 sides; but to 150mm plain concrete base laid random rectangular m² 150.00 3 sizes; laid to coursed pattern m² 160.00
£ Excluding site overheads and profit
NATURAL STONE/SLAB PAVING – CONT
WORKS BY HAND – cont
Indian sandstone slabs; excavate ground by hand and reduce levels to receive 65mm thick slab and 35mm mortar bed; barrow all materials and arisings 25m; dispose of excavated material off site by grab; treat substrate with total herbicide; lay granular fill Type 1 150mm thick laid to falls and compacted; lay to random rectangular pattern on 35mm mortar bed New riven slabs
laid random rectangular m² 120.00