ABSTRACT
Supply and erect temporary protective fencing and remove after planting Cleft chestnut paling 1.20 m high 75 larch posts at 3 m centres 100m 900.00 Cleft chestnut paling 1.50 m hig h 75 larch posts at 3 m centres 100m 1147.00
Break up plain concrete slab and remove to licensed tip 150 thick m> 7.43 200 thick m> 9.91 300 thick m2 14.87 Clear away light fencing and gates (chain link, chestnut paling, light boarded fence or similar) and remove to licensed tip 100 m 109.04
Clear existing scrub vegetation, Including shrubs and hedges and bum on site; spread ash on speclfled area by machine
light scrub and grasses 100 m> 17.49 undergrowth brambles and heavy weed growth 100 m2 38.88 small shrubs 100 m> 38.88
As above but remove vegetation to licensed tip 100 m' 33.06 by hand 100 m2 81.40 As above but remove vegetation to licensed tip 100 m2 53.87
Fell trees on site, grub up roots, all by machine and remove debris to licensed tip: trees 600 girth each 213.80 trees 1.5 - 3.00 m girth each 618.26 trees over 3.00 m girth each 1410.14
GROUNDWORK
Cut and strip by machine turves 50 thick load to dumper or palette by hand, stack on site not exceeding 100 m travel to stack 100 m2 40.93 As above but all by hand, including barrowing 100 m2 431.66
Excavate trenches for foundations; trenches 225 mm deeper than specified foundation thickness. Pour plain concrete foundations GEN 1 10 N/mm and to thickness as described; Disposal of excavated material off site: dimensions of concrete foundations 250 mm wide x 250 mm deep m3 123.98 300 mm wide x 300 mm deep m3 120.76 400 mm wide x 600 mm deep m3 120.76 Prices for excavating and reducing to levels are for work in light or medium soils; multiplying factors for other soils are as follows: clay 1.5 - compact Gravel 1.2 - soft chalk 2.0 - hard rock 3.0 - Excavating topsoil for preservation Remove topsoil average depth 300 mm, deposit in spoil heaps not exceeding 100 m travel to heap, treat once with paraquat-diquat weedkiller, turn heap once during storage, all by machine m3 6.69 Remove topsoil average depth 300 mm, deposit in spoil heaps not exceeding 100 m travel to heap, treat once with paraquat-diquat weed killer, turn heap once during storage, all by hand m3 108.75
Excavate to reduce levels and remove spoil to dump not exceeding 100 m travel, all by machine: 0.25 m deep average m2 1.79 0.30 m deep m2 2.02 1.0 m deep using 21 tonne 360 tracked excavator m2 5.95 1.0 m deep using JCB m2 6.14
As above but all by hand: 0.10 m deep average m2 11.72 0.20 m deep average m2 24.67 0.30 m deep average m2 139.97 1.0 m deep average m2 178.82 Extra for carting spoil to licensed tip offsite (20 tonnes) m3 16.87 Extra for carting spoil to licensed tip offsite (by skip - machine loaded) m3 26.79 Extra for carting spoil to licensed tip offsite (by skip - hand loaded) m3 90.54
Spread excavated material to levels in layers not exceeding 150 mm, using scraper blade or bucket average thickness 100 mm m2 0.21 As above but with imported topsoil m2 1.44 average thickness 200 mm m2 0.41 As above but with imported topsoil m2 2.87 average thickness 250 mm m2 0.52 As above but with imported topsoil m2 3.59 Extra for work to banks exceeding 30 slope -
Excluding site overheads and profit rate £
GROUNDWORK - cont'd
Rip subsoil using approved sub-soiling machine where shown on drawings to a depth of 600 mm below topsoil at 600 mm centres, all tree roots and debris over 150 x 150 mm to be removed. Plough uncultivated ground where shown on drawings to a depths as shown 100 mm 100 m2 3.41 200mm 100 m2 3.54 300mm 100 m2 3.75 400mm 100 m2 5.47
TRENCHES; NOT SMM7
Non SMM7 Rates for Foundations
Excavate trenches for foundations; trenches 225 mm deeper than specified foundation thickness. Pour plain concrete foundations GEN 110 N/mm and to thickness as described; Disposal of excavated material off site: dimensions of concrete foundations 250 mm wide x 250 mm deep m 8.83 300 mm wide x 300 mm deep m 12.86 400 mm wide x 600 mm deep m 31.54 600 mm wide x 400 mm deep m 32.95
RETAINING WALLS
Excavate fixing trench for erosion control mat 300 x 300 mm. Place Tensar mat to trench and backfill with excavated material m 7.96 Grade existing bank to even falls, remove all roots, stones and debris over 150 mm. Lay 20 mm thick open texture erosion control Tensar mat with 100 mm laps, fixed with 8 x 400 mm steel pegs at 1.0 m centres. Sow with low maintenance grass at 35 g/m2, spread imported topsoil to BS3882 25 mm thick incorporating medium grade sedge peat at 3 kg/m2 and fertilizer at 30 g/m2, water lightly. m2 5.69 Bring bank to grade, remove all roots, stones and debris over 150 mm in any dimension. Lay Greenfix biodegradable pre-seeded erosion control mat, fixed with 6 x 300 mm steel pegs at 1.0 m centres. 100 m2 358.46 Bring surface of sub-grade to given levels and falls, remove all roots, stones and debris over 150 mm in any dimension, spread topsoil from dump on site 150 mm thick and consolidate lightly. Lay Tensar Mat erosion control mat with 100 mm laps, spread 25 mm imported topsoil with fertilizer and suitable erosion control seed. 100 m2 568.15 Bring surface of sub-grade to given levels and falls, remove all roots, stones and debris over 150 mm in any dimension, spread topsoil from dump on site and consolidate lightly. Lay Tensar Mat erosion control mat with 100 mm laps, spread 25 mm imported topsoil with fertilizer and suitable erosion control seed. m2 5.39
Excavate trench and lay foundation concrete 1 :3:6 600 x 300 mm deep By machine m 25.71 By hand m 36.79
Excavate trench 750 mm deep and lay concrete foundation 600 wide x 300 deep Construct Forticrete precast hollOW concrete block wall with 450 mm below ground laid all in accordance with manufacturer's instructions. Fix reinforcing bar 12 mm as work proceeds Fill blocks with concrete 1 :3:6 as work proceeds. 1800 high Type 256; 400 x 225 x 256 mm m 187.75 Type 190; 400 x 225 x 190 mm m 151.99
As above but 2400 high Type 256; 400 x 225 x 256 mm m 260.99 Type 190; 400 x 225 x 190 mm m 208.72
On foundation measured above, supply and RCC precast concrete "L" shaped units, constructed all in accordance with manufacturer's instructions. Backfill with approved excavated material compacted as the work proceeds. 1250 mm high x 1000 mm wide m 129.61
Excluding site overheads and profit
RETAINING WALLS - cont'd
Excavate trench to receive foundation 300 mm deep, place plain concrete foundation 150 thick in 11.50 Nlmm" concrete (sulphate-resisting cement) construct timber crib retaining wall and backfill with excavated spoil behind units. Keller-Comtec timber crib wall system, average 4.2 m high Keller-Comtec timber crib wall system, average 1.5 m high
Construct bank revetment, bring bank to grade by machine, lay regulating layer of quarry scalpings, lay filter membrane, lay 100 mm drainage layer of broken stone or approved hardcore 28 - 10 mm size, blind with 25 mm sharp sand, and lay grass concrete surface (price does not Include edgings or toe beams),fill with approved topsOil and fertilizer at 35 g/m", seed with dwarf rye based grass seed mix: Grasserele in situ reinforced concrete surfacing GC 1, 100 thick Grasserete in situ reinforced concrete surfacing GC 2, 150 thick Grassblock 103 open matrix blocks 406 x 406 x 103
Construct revetment of Maccaferri Limited Reno mattress gabions laid on firm level ground, tightly packed with broken stone or concrete and securely wired, all in accordance with manufacturers' instructions: gabions 6 m x 2 m x 0.17 m, one course gabions 6 m x 2 m x 0.17 m, two courses
Grade bank by mechanical scraper, lay soll-relnforclng fabric properiy lapped . and fixed with 200 mm steel pegs at 500 mm centres, spread approved topSOil 25 mm thick incorporating fertilizer at 35 g/m", sow with low maintenance grass at 35g/m": Wyretex No 8 polypropylene wire reinforced fabric unseeded "Eromat Lighf' seeded "Covamat Standard"; Netlon Erosion mat for erosion control
m
m
m'
m'
m'
m' m'
m' m2 m2 m'
182.99
133.71
66.81
71.55
68.49
63.73 87.34
5.61 2.75 3.36 3.87
Construct ha-ha; excavate ditch 1200 mm deep x 900 mm wide at bottom battered one side 45° slope, excavate for foundation to wall and place GEN 1 concrete foundation 150 x 500 mm, construct one and a half brick wall (Brick PC £300.00/1000) battered 10° from vertical, laid in cement:llme:sand (1:1:6) mortar In English garden wall bond, precast concrete coping weathered and throated set 150 mm above ground on high side, rake bottom and sides of ditch and seed with low maintenance grass at 35 g/ml : wall 600 high m 226.80 wall 900 high m 280.41 wall 1200 high m 346.85
Timber Log Retaining Walls Excavate trench 300 wide to one third of the finished height of the retaining walls below. Lay 100 mm hardcore. Fix machine rounded logs set in concrete 1:3:6. Remove excavated material from site. Fix geofabric to rear of timber logs. Backfill with previously excavated material set aside In position. All works by machine 100 mm diameter logs
500 mm high (constructed from 1.80 m lengths) m 67.91 1.20 mm high (constructed from 1.80 m lengths) m 104.19 1.60 mm high (constructed from 2.40 m lengths) m 151.77 2.00 mm high (constructed from 3.00 m lengths) m 197.23
As above but 150 mm diameter logs 1.20 mm high (constructed from 1.80 m lengths) m 150.05 1.60 mm high (constructed from 2.40 m lengths) m 186.82 2.00 mm high (constructed from 3.00 m lengths) m 253.68 2.40 mm high (constructed from 3.60 m lengths) m 331.62
IN SITU CONCRETE
Mix concrete on sltej aggregates delivered In 20 tonne loadsj deliver mixed concrete to location by barrow distance 25 m 1:3:6 m' 114.70 1:2:4 m' 124.67 As above but aggregates delivered in 1 tonne bags
1:3:6 m3 150.98 1:2:4 m' 160.95
As above but ready mixed concrete 10 N/mm2 m' 136.79 15 N/mm2 m3 141.95
Excavate foundation trench mechanically, remove spoil offsHe, lay 1 :3:6 site mixed concrete foundations. Distance from mixer 25 m. Depth of trench to be 225 mm deeper than foundation to allow for 3 underground brick courses priced separately. Foundation size: 200 mm deep x 400 mm wide m 16.47 300 mm deep x 500 mm wide m 28.36 400 mm deep x 400 mm wide m 28.98 400 mm deep x 600 mm wide m 43.60 600 mm deep x 600 mm wide m 63.16 As above but hand excavation and disposal to spoil heap 25m by barrow and off site by grab lorry
200 mm deep x 400 mm wide m 36.82 300 mm deep x 500 mm wide m 64.82 400 mm deep x 400 mm wide m 65.07 400 mm deep x 600 mm wide m 74.63 600 mm deep x 600 mm wide m 136.83
Excavate foundation trench mechanically, remove spoil offslte, lay ready mixed concrete GEN1 discharged directly from delivery lorry to location. Depth of trench to be 225 mm deeper than foundation to allow for 3 underground brick courses priced separately. Foundation size: 200 mm deep x 400 mm wide m 13.43 300 mm deep x 500 mm wide m 22.66 400 mm deep x 400 mm wide m 22.89 400 mm deep x 600 mm wide m 34.47 600 mm deep x 600 mm wide m 49.47
Reinforced concrete wall to foundations above (site mixed concrete) up to 1.00 m high x 200 thick m2 126.98 up t01.00 m high x 300 thick m2 143.00 Reinforced concrete wall to foundations above (ready mix concrete RC35)
1.00 m high x 200 thick m2 122.91 1.00 m high x 300 thick m2 133.84
Exduding site overheads and profit
BRICK/BLOCK WALLING
Excavate foundation trench 500 deep, remove spoil to dump off site, lay site mixed concrete foundations 1 :3:6 350 x 150 thick, construct half brick wall with one brick piers at 2.0 m centres, laid In cement:llme:sand (1:1:6) mortar with flush Joints, fair face one Side, OPC two courses underground, engineering brick In cement:sand (1 :3) mortar, coping of headers on end: Wall 900 high above ope
in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.0011000 in rough stocks - £450.00/1000
Excavate foundation trench 400 deep, remove spoil to dump off site, lay GEN 1 concrete foundations 450 wide x 250 thick, construct one brick wall with one and a half brick piers at 3.0 m centres, all In English Garden Wall bond, laid In cement:llme:sand (1:1:6) mortar with flush JOints, fair face one Side, ope two courses engineering brick In cement:sand (1:3) mortar, precast concrete coping 152 x 75 mm: Wall 900 high above ope
in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.00/1000 in rough stocks - £450.00/1000
Wall 1200 high above ope in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.00/1000 in rough stocks - £450.00/1000
Wall 1800 high above ope In engineering brick (dass B) - £260.00/1000 in sandfaced facings - £300.0011000 in rough stocks - £450.00/1000
Excavate foundation trench 450 deep, remove spoil to dump off site, lay GEN 1 concrete foundations 600 x 300 thick, construct one and a half brick wall with two thick brick piers at 3.0 m centres, all In English Garden Wall bond, laid In cement:lime:sand (1:1:6) mortar with flush JOints, fair face one side, OPC two courses engineering brick In cement:sand (1 :3) mortar, coping of headers on edge: Wall 900 high above ope
in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.00/1000 in rough stocks - £450.0011000
Wall 1200 high above ope in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.00/1000 in rough stocks· £450.0011000
Wall 1800 high above ope in engineering brick (class B) - £260.00/1000 in sandfaced facings - £300.0011000
m m m
m m m
m m m
m m m
m m m
m m m
m m
rate £
148.26 158.05 166.51
250.23 258.08 274.93
276.70 285.90 350.44
348.45 415.23 443.75
508.91 258.08 274.93
276.70 285.90 350.44
348.45 415.23
Excluding site overheads and profit
BRICKIBLOCK WALLING - cont'd
Excavate foundation trench 450 deep, remove spoil to dump off site, lay GEN 1 concrete foundations 600 x 300 thick, construct wall of concrete bollock Solid blocks 7 N/mm2
100 mmthick 140 mmthick
100 mm blocks laid "on flat" 215 mmthlck
Hollow Blocks filled with concrete 215 mmthick
HollOW blocks but with stael bar cast Into the foundation
215 mmthick
m2 m'
m'
m2
m2
55.37 60.78
103.19
83.32
97.58
KERBS AND EDGINGS
Excavate and construct concrete foundation 300 mm wide x 150 mm deep. Lay precast concrete kerb units to BS 7263: Part 1, laid straight bedded and haunched both sides in semi-dry concrete, slump 35 mm maximum, haunching one side 125 mm high x 125 mm thick bullnosed type BN m 16.84 125 x 255 mm; ref HB2; SP m 18.70 150 x 305 mm; ref HBl m 22.64 On main paving base previously laid, supply and lay precast concrete channel units to BS 7263: Part 1, 305 mm wide x 150 mm deep dished type CD, bedded in 1:3Iime:sand mortar, jointed in cement:sand mortar 1:3 m 22.87 Excavate and construct concrete foundation 600 mm wide x 200 mm deep. Lay channel of five courses of Class B engineering bricks to depths and falls bricks to be laid as headers along the channel, bedded in 1:3Iime:sand mortar bricks close jointed in cement:sand mortar 1:3 m 59.57
Excavate and lay precast concrete edging on concrete foundation and haunchlng one side 1:2:4 Including all necessary formwork; to one side of straight path 50 x 150 m 19.84 50 x 200 m 22.83 50 x 250 m 24.38 As above but to both sides of straight paths
50 x 150 m 39.85 50 x 200 m 45.83 50 x 250 m 48.92
Timber edgings; Softwood 150 x 38 m 5.22 150 x 50 m 5.45
Timber edgings hardwood 150 x 38 m 10.20 150 x 50 m 12.06
Edge restraint to block paving; Excavate for groundbeam, lay Concrete 1 :2:4200 wide x 150mm deep. Lay butt JOinted block header course on 50 mm thick sharp sand bed. Inclusive of haunching one side; butt joints 200 x 100 x 60; laid to header course - £161.00/1000 m 12.67 200 x 100 x 60; laid to stretcher course - £161.00/1000 m 11.10 As above but clay bricks with mortar joints
215 x 112 x 50 laid to header course-£280.00/1000 m 15.03 215 x 112 x 50 laid to stretcher course-£280.00/1000 m 14.15
ROADS
Excavate weak points of excavation by hand and fill with well rammed Type 1 granular material; 100 thick m2 8.63 200 thick m2 11.45
Excavate road bed and dispose excavated material off site, bring to grade and fill hollows with weak concrete,lay reinforcing mesh A142 lapped and JOined, lay 150 mm thick In situ reinforced concrete roadbed 21 Nlmm", with 15 Impregnated fibreboard expansion joints and polysulphlde based sealant at 50 m centres, 150 hardcore blinded with ash or sand, kerbs 155 x 255 to BS 7263 on both Sides, Including foundations haunched one side In 11.5 N/mm" concrete with all necessary formwork Falls. erossfalls and cambers not exceeding 15 degrees
4.90mwide m 220.89 6.10 m wide m 299.53 7.32mwide m 316.31
Excavate 350 mm for pathways or roadbed to receive surface 100 mm thick priced separately, bring to grade, lay 100 well-rolled hardcore; lay 150 mm Type 1 granular material; lay precast edgings kerbs BS 340; 50 x 150 on both sides, Including foundations haunched one side In 11.5 N/mm" concrete with all necessary formwork and disposal off site Work to falls. erossfalls and cambers not exceeding 15 degrees:
1.50 m wide m 117.10 2.00 m wide m 133.40 3.00mwide m 180.38 4.00 mwide m 227.37 5.00 mwide m 274.36 6.00 mwide m 321.35 7.00 m wide m 368.33
Excluding site overheads and profit
CARPARKS
Excavate 350 for pathways or roadbed to receive surface 100 mm thick priced separately, bring to grade, lay 100 well-rolled hardcore; lay 150 mm Type 1 granular material; lay kerbs BS 7263; 125 x 255 on both sides, Including foundations haunched one side in 11.5 N/mm" concrete with all necessary formwork Work to falls, crossfalls and cambers not exceeding 15 degrees:
1.50 mwide 2.00 mwide 3.00mwide 4.00mwide 5.00 mwide 6.00 mwide 7.00mwide
As above but excavation 450 mm deep and base of Type 1 at 250 mm thick
1.50 m wide 2.00 m wide 3.00mwide 4.00 m wide 5.00 m wide 6.00 mwide 7.00 mwide
To excavated and prepared base above, lay road base of 40 size dense bitumen macadam to BS 4987, 70 thick, lay wearing course of 10 size dense bitumen macadam 30 thick, mark out car parking bays 5.0 m x 2.4 m with thermoplastic road paint: surfaces all mechanically laid per bay 5.0 m x 2.4 m gangway As above but stainless steel road studs 100 x 100 to BS B73:pt.4, two per bay in lieu of thermoplastic paint:
per bay 5.0 m x 2.4 m Car park as above but with interlocking concrete blocks 200 x 100 x BO mm; grey
per bay 5.0 m x 2.4 m gangway
Car park as above but with interlocking concrete blocks 200 x 100 x BO mm; colours
per bay 5.0 m x 2.4 m gangway
Car park as above but with interlOCking concrete blocks 200 x 100 x 60 mm; grey
per bay 5.0 m x 2.4 m gangway
Car park as above but with interlocking concrete blocks 200 x 100 x 60 mm; colours
per bay 5.0 m x 2.4 m gangway
Unit
m m m m m m m
m m m m m m m
each m2
each
each m2
each m2
each m2
each m2
115.21 139.96 186.94 233.93 280.92 327.91 374.89
125.56 151.96 204.95 257.95 310.94 363.94 416.93
170.28 12.00
182.12
213.84 17.B2
229.80 19.15
203.04 16.92
213.60 17.BO
Exduding site overheads and profit
CAR PARKS - cont'd
Car park as above but with lay Grass Concrete Grasscrete In situ continuously reinforced cellular surfacing, Including expansion joints at 10 m centres, fill with topsoil and peat (5:1) and fertilizer at 35 glm', seed with dwarf rye grass at 35 g/m': GC2, 150 thick for HGV traffic including dust carts:
per bay 5.0 m x 2.4 m gangway
GC1, 100 thick for cars and light traffic per bay 5.0 m x 2.4 m gangway
CAR PARKING FOR DISABLED PEOPLE
To excavated and prepared base above,lay roadbase of 20 size dense bitumen macadam to BS 4987, 80 thick, lay wearing course of 10 size dense bitumen macadam 30 thick, mark out car parking bays with thermoplastic road paint:
per bay 5.80 m x 3.25 m (ambulant) per bay 6.55 m x 3.80 m (wheelchair) gangway
Car park as above but with interlocking concrete blocks 200 x 100 x SO mm; grey, but mark out bays
per bay 5.80 m x 3.25 m (ambulant) per bay S.S5 m x 3.80 m (wheelchair) gangway
PLAY AREA FOR BALL GAMES
Excavate for playground, bring to grade, lay 225 consolidated hardcore, blind with 100 type 1, lay macadam base of 40 size dense bitumen macadam to 75 thick, lay wearing course 30 thick Over 1000 m' 400 m2 -1000 m2
INTERLOCKING BLOCK PAVING
Edge restraint to block paving; Excavate for ground beam, lay Concrete 1 :2:4 200 wide x 150mm deep. Lay butt jointed block header course on 50 mm thick sharp sand bed. Inclusive of haunching one side; butt joints 200 x 1 00 x SO; laid to header course - £161.00/1000 200 x 1 00 x SO; laid to stretcher course - £1S1.00/1000 As above but day bricks with mortar joints
215 x 112 x 50 laid to header course - £280.00/1000 215 x 112 x 50 laid to stretcher course -
each m2
each m2
each each
m2
each each
m'
100 m2 100 m2
m
m
m
345.72 28.81
288.84 24.07
226.20 298.68 12.00
318.94 421.14 16.92
3193.33 3380.33
12.67
11.10
15.03
Excluding site overheads and profit rate £
Excavate ground and bring to levels, treat substrate with total herbicide, supply and lay granular fill Type 1150 thick laid to falls and compacted, supply and lay brick pavers to BS 6677 In herring"bone pattern, laid on 50 compacted sharp sand, bedded in 10 loose sand, vibrated, Joints filled with loose sand and Vibrated, all excluding edgings or kerbs measured separately Blocks 200 x 100 x 60 m2 28.62 200x100x80 m2 28.93
Reduce levels, lay 150 granular material Type 1, lay 200 x 100 x 60 vehicular block paving to 90 degree herringbone pattern, on 50 compacted sand bed, vibrated, jOinted in sand and vibrated, excavate and lay precast concrete edging 50 x 150 to BS 7263, on concrete foundation 1:2:4 1.0 m wide clear width between edgings m 64.97 1.5 m wide clear width between edgings m 78.78 2.0 m wide clear width between edgings m 92.61
As above but blocks laid 45 degree herringbone pattern including cutting edging blocks: 1.0 m wide clear width between edgings m 71.08 1.5 m wide clear width between edgings m 84.89 2.0 m wide clear width between edgings m 98.72
As above but all excavation by hand disposal off site by grab 1.0 m wide clear width between edgings m 155.31 1.5 m wide clear width between edgings m 183.49 2.0 m wide clear width between edgings m 212.23
BRICK PAVING
Excavate ground and bring to levels, treat substrate with total herbicide, dig out weak spots and fill with compacted DoT Type 1 fill, supply and lay granular fill DoT Type 1150 thick laid to falls and compacted, supply and lay brick pavers to BS 6677 in herring-bone pattern, laid on 50 mm compacted sharp sand, bedded in 10 mm loose sand, vibrated, Joints filled with loose sand and Vibrated, all excluding edgings or kerbs measured separately Pedestrian
215 x 102.5 x 65 thick - £280.00/1000 m2 76.68 215 x 102.5 x 50 - £295.00/1000 m2 72.27
As above but to trafficked areas on 250mm thick Type 1 base
215 x 102.5 x 65 thick - £280.00/1000 m2 82.00 215 x 102.5 x 50 - £295.00/1000 m2 77.58
Pedestrian areas as above but excavation by hand, barrowed to spoil heap maximum distance 25 m and removal off site by grab
215 x 102.5 x 65 thick - £280.00/1000 m2
BASES FOR PAVING
Excavate ground and reduce levels, to receive 38 mm thick slab and 25 mm mortar bed; dispose of excavated material off site; treat substrate with total herbicide Lay granular fill Type 1 150 thick laid to falls and compacted.
