Approximate Estimates

PRELIMINARIES CONTRACT ADMINISTRATION AND MANAGEMENT Prepare tender bid for external works or landscape project; measured works contract; inclusive of bid preparation, provisional programme and method statements Measured works bid; measured bills provided by the employer; project value: £30,000.00 nr 366.75 £50,000.00 nr 637.25 £100,000.00 nr 1310.50 £200,000.00 nr 1943.00 £500,000.00 nr 2398.00 £1,000,000.00 nr 3238.00 Lump sum bid; scope document, drawings and specification provided by the employer; project value: £30,000.00 nr 666.75 £50,000.00 nr 937.25 £100,000.00 nr 1790.50 £200,000.00 nr 2903.00 £500,000.00 nr 3838.00 £1,000,000.00 nr 5638.00 Prepare and maintain Health and Safety file, prepare risk and Coshh assessments, method statements, works programmes before the start of works on site; project value: £35,000.00 nr 244.00 £75,000.00 nr 366.00 £100,000.00 nr 488.00 £200,000.00 - £500,000.00 nr 1220.00 Contract management Site management by site surveyor carrying out supervision and administration duties only; inclusive of on costs full time management week 1200.00 managing one other contract week 600.00 Parking Parking expenses where vehicles do not park on the site area; per vehicle Metropolitan area; city centre week 200.00 Metropolitan area; outer areas week 160.00 Suburban restricted parking areas week 40.00 Congestion charging London only week 40.00

SITE SETUP AND SITE ESTABLISHMENT Site fencing; supply and erect temporary protective fencing and remove at completion of works Cleft chestnut paling 1.20 m high 75 larch posts at 3 m centres 100 m 663.00 1.50 m high 75 larch posts at 3 m centres 100 m 845.00 "Heras" fencing 2 week hire period 100 m 733.00 4 week hire period 100 m 1013.00 8 week hire period 100 m 1573.00 12 week hire period 100 m 2133.00 16 week hire period 100 m 2693.00 24 week hire period 100 m 3813.00

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SITE SETUP AND SITE ESTABLISHMENT - cont’d Site compounds Establish site administration area on reduced compacted Type 1 base; 150 mm thick; allow for initial setup of site office and welfare facilities for site manager and maximum 8 site operatives temporary base or hard standing; 20 m x 10 m 200 m21987.20 To hardstanding area above; erect office and welfare accommodation; allow for furniture, telephone connection, and power; restrict access using temporary safety fencing to the perimeter of the site administration area Establishment; delivery and collection costs only site office and chemical toilet; 20 m of site fencing nr 767.60 site office and toilet; 40 m of site fencing nr 833.20 site office and toilet; 60 m of site fencing nr 898.80 Weekly hire rates of site compound equipment site office 2.4 x 3.6 m; chemical toilet; 20 m of site fencing week 99.75 site office 4.8 x 2.4 m; chemical toilet; 20 m of site fencing; armoured store 2.4 x 3.6 m week 116.55 site office 2.4 x 3.6 m; chemical toilet; 40 m of site fencing week 127.75 site office 2.4 x 3.6 m; chemical toilet; 60 m of site fencing week 155.75 Removal of site compound Remove base; fill with topsoil and reinstate to turf on completion of site works 200 m21521.22 Surveying and setting out Note in all instances a quotation should be obtained from a surveyor. The following cost projections are based on the costs of a surveyor using EDM (electronic distance measuring equipment) where an average of 400 different points on site are recorded in a day. The surveyed points are drawn in a CAD application and the assumption used that there is one day of drawing up for each day of on-site surveying. Survey existing site using laser survey equipment and produce plans of existing site conditions site up to 1000 to 10000 m2 with sparse detail and features; boundary and level information only; average 5 surveying stations nr 750.00 site up to 1000 m2 with dense detail such as buildings, paths, walls and existing vegetation; average 5 survey stations nr 1500.00 site up to 4000 m2 with dense detail such as buildings, paths, walls and existing vegetation; average 10 survey stations nr 2250.00

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DEMOLITION AND SITE CLEARANCE Clear existing scrub vegetation, including shrubs and hedges and burn on site; spread ash on specified area By machine light scrub and grasses 100 m² 18.00 undergrowth brambles and heavy weed growth 100 m² 39.00 small shrubs 100 m² 39.00 As above but remove vegetation to licensed tip 100 m² 36.00 By hand 100 m² 83.00 As above but remove vegetation to licensed tip 100 m² 57.00 Fell trees on site; grub up roots; all by machine; remove debris to licensed tip trees 600 mm girth each 217.00 trees 1.5 - 3.00 m girth each 628.00 trees over 3.00 m girth each 1430.00 Demolish existing surfaces Break up plain concrete slab; remove to licensed tip 150 thick m² 8.00 200 thick m² 11.00 300 thick m² 16.00 Break up plain concrete slab and preserve arisings for hardcore; break down to maximum size of 200 mm x 200 mm and transport to location maximum distance 50 m 150 thick m² 6.00 200 thick m² 7.00 300 thick m² 11.00 Break up reinforced concrete slab and remove to licensed tip 150 thick m² 12.00 200 thick m² 16.00 300 thick m² 24.00 Break out existing surface and associated 150 mm thick granular base load to 20 tonne muck away vehicle for removal off site Macadam 70 mm thick m² 7.00 Macadam surface 150 thick m² 9.30 Block paving 50 thick m² 6.80 Block paving 80 thick m² 7.40 Demolish existing free standing walls; grub out foundations; remove arisings to tip Brick wall; 112 mm thick 300 mm high m 12.00 500 mm high m 17.00 Brick wall; 225 mm thick 300 mm high m 15.00 500 mm high m 19.00 1.00 m high m 30.00 1.20 m high m 32.00 1.50 m high m 39.00 1.80 m high m 44.00 Site clearance - generally Clear away light fencing and gates (chain link, chestnut paling, light boarded fence or similar) and remove to licensed tip 100 m 121.00 Demolish existing structures Timber sheds on concrete base 150 thick inclusive of disposal and backfilling with excavated material; plan area of building 10 m2 nr 202.54 15 m2 nr 288.55 Building of cavity wall construction; insulated with tiled roof; inclusive of foundations; allow for disconnection of electrical water and other services; grub out and remove 10 m of electrical cable, water and waste pipes 10 m2 nr 1770.71 20 m2 nr 2348.14

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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 50.00 As above but all by hand, including barrowing 100 m² 438.00 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 by machine m³ 11.00 by hand m³ 194.00 Excavate to reduce levels; remove spoil to dump not exceeding 100 m travel; all by machine 0.25 m deep average m² 2.00 0.30 m deep m² 3.00 1.0 m deep using 21 tonne 360 tracked excavator m² 5.00 1.0 m deep using JCB m² 7.00 Excavate to reduce levels; remove spoil to dump not exceeding 100 m travel; all by hand 0.10 m deep average m² 11.00 0.20 m deep average m² 21.00 0.30 m deep average m² 30.40 1.0 m deep average m² 102.00 Extra for carting spoil to licensed tip off site (20 tonnes) m³ 20.00 Extra for carting spoil to licensed tip off site (by skip - machine loaded) m3 49.00 Extra for carting spoil to licensed tip off site (by skip - hand loaded) m3 110.00 Spread excavated material to levels in layers not exceeding 150 mm; using scraper blade or bucket Average thickness 100 mm m2 1.00 Average thickness 100 mm but with imported topsoil m24.00 Average thickness 200 mm m21.00 Average thickness 200 mm but with imported topsoil m27.00 Average thickness 250 mm m2 1.00 Average thickness 250 mm but with imported topsoil m2 8.00 Extra for work to banks exceeding 30 slope 30% - Rip subsoil using approved subsoiling machine 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; cultivate ground where shown on drawings to depths as shown 100 mm 100 m² 8.00 200 mm 100 m² 9.00 300 mm 100 m² 9.00 400 mm 100 m² 10.00 Form landform from imported material; mounds to falls and grades to receive turf or seeding treatments; material dumped by 20 tonne lorry to location; volume 100 m3 spread over a 200 m2 area; thickness varies from 500 mm to 150 mm Imported recycled topsoil by large excavator 100 m3 2857.38 by 5 tonne excavator 100 m3 3049.38 by 3 tonne excavator 100 m3 3172.38

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TRENCHES 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 m 12.00 300 mm wide x 300 mm deep m 15.00 400 mm wide x 600 mm deep m 36.00 600 mm wide x 400 mm deep m 38.00 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 221.00 300 mm wide x 300 mm deep m³ 160.00 600 mm wide x 400 mm deep m³ 154.00 400 mm wide x 600 mm deep m³ 140.00 Excavate trenches for services; grade bottoms of excavations to required falls; remove 20% of excavated material off site Trenches 300 wide 600 mm deep m 5.58 750 mm deep m 7.14 900 mm deep m 8.56 1.00 m deep m 9.43 Ha-ha Excavate ditch 1200 mm deep x 900 mm wide at bottom battered one side 45º 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 10º from vertical, laid in cement:lime: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/m² wall 600 high m 250.00 wall 900 high m 311.00 wall 1200 high m 386.00 Excavate ditch 1200 mm deep x 900 mm wide at bottom battered one side 45º slope; place deer or cattle fence 1.20 m high at centre of excavated trench; rake bottom and sides of ditch and seed with low maintenance grass at 35 g/m² fence 1200 high m 19.00

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GROUND STABILIZATION Excavate and grade banks to grade to receive stabilization treatments below; removal of excavated material not included By 21 tonne excavator m3 0.28 By 7 tonne excavator m3 2.06 By 5 tonne excavator m32.20 By 3 tonne excavator m33.43 Excavate sloped bank to vertical to receive retaining or stabilization treatment priced below; allow 1.00 m working space at top of bank; backfill working space and remove balance of arisings off site Bank height 1.00; excavation by 5 tonne excavator 10 degree m 88.00 30 degree m 31.00 45 degree m 19.00 60 degree m 20.00 Bank height 1.00; excavation by 5 tonne excavator arisings moved to stockpile on site 10 degree m 19.00 30 degree m 10.00 45 degree m 7.00 60 degree m 7.00 Bank height 2.00; excavation by 5 tonne excavator 10 degree m 340.00 30 degree m 120.00 45 degree m 69.00 60 degree m 44.00 Bank height 2.00; excavation by 5 tonne excavator but arisings moved to stockpile on site 10 degree m 65.00 30 degree m 28.00 45 degree m 21.00 60 degree m 17.00 Bank height 3.00; excavation by 21 tonne excavator 20 degree m 340.00 30 degree m 216.00 45 degree m 122.00 60 degree m 72.00 As above but arisings moved to stockpile on site 20 degree m 41.00 30 degree m 28.00 45 degree m 13.00 60 degree m 9.00 Bank stabilization; erosion control mats Excavate fixing trench for erosion control mat 300 x 300 mm; backfill after placing mat selected below m 6.00 To anchor trench above, place mat to slope to be retained; allow extra over to the slope for the area of matting required to the anchor trench Rake only bank to final grade; lay erosion control solution; 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 unseeded "Eromat Light" m² 3.00 seeded "Covamat Standard" m² 3.00 lay Greenfix biodegradable pre-seeded erosion control mat, fixed with 6 x 300 mm steel pegs at 1.0 m centres m23.00 "Tensar" open textured erosion mat m² 5.00 Excavate trench and lay foundation concrete 1:3:6 600 x 300 mm deep By machine m 28.00 By hand m 39.00

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Concrete block retaining walls; Stepoc Excavate trench 750 mm deep and lay concrete foundation 600 wide x 600 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 walls 1.00 m high type 256; 400 x 225 x 256 mm m 203.00 type 190; 400 x 225 x 190 mm m 176.00 as above but 1.50 m high type 256; 400 x 225 x 256 mm m 265.00 type 190; 400 x 225 x 190 mm m 230.00 walls 1.50 m high as above but with foundation 1.80 m wide x 600 mm deep type 256; 400 x 225 x 256 mm m 313.00 type 190; 400 x 225 x 190 mm m 275.00 walls 1.80 m high type 256; 400 x 225 x 256 mm m 339.00 type 190; 400 x 225 x 190 mm m 298.00 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 204.00 2400 mm high x 1000 mm wide m 333.00 3750 mm high x 1000 mm wide m 629.00 Grass concrete; bank revetments; excluding bulk earthworks Bring bank to final grade by machine; lay regulating layer of Type 1; lay filter membrane; lay 100 mm drainage layer of broken stone or approved hardcore 28 - 10 mm size; blind with 25 mm sharp sand; lay grass concrete surface (price does not include edgings or toe beams); fill with approved topsoil and fertilizer at 35 g/m²; seed with dwarf rye based grass seed mix Grasscrete in situ reinforced concrete surfacing GC 1, 100 thick m² 42.00 Grasscrete in situ reinforced concrete surfacing GC 2, 150 thick m² 49.00 Grassblock 103 open matrix blocks 406 x 406 x 103 m² 43.00 Gabion walls Construct revetment of Maccaferri Ltd 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 m² 34.00 gabions 6 m x 2 m x 0.17 m, two courses m² 58.00 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 15.00 1.20 mm high (constructed from 1.80 m lengths) m 27.90 1.60 mm high (constructed from 2.40 m lengths) m 36.90 2.00 mm high (constructed from 3.00 m lengths) m 46.00 As above but 150 mm diameter logs 1.20 mm high (constructed from 1.80 m lengths) m 27.90 1.60 mm high (constructed from 2.40 m lengths) m 36.90 2.00 mm high (constructed from 3.00 m lengths) m 46.00 2.40 mm high (constructed from 3.60 m lengths) m 55.00 Timber crib wall Excavate trench to receive foundation 300 mm deep; place plain concrete foundation 150 thick in 11.50 N/mm² concrete (sulphate-resisting cement); construct timber crib retaining wall and backfill with excavated spoil behind units Timber crib wall system, average 4.2 m high m 208.00 Timber crib wall system, average 2.2 m high m 155.00

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GROUND STABILIZATION - cont’d Geogrid soil reinforcement (Note: measured per metre run at the top of the bank) Backfill excavated bank; lay Tensar geogrid; cover with excavated material as work proceeds 2.00 m high bank; geogrid at 1.00 m vertical lifts 10 degree slope m 168.00 20 degree slope m 91.00 30 degree slope m 65.00 2.00 m high bank; geogrid at 0.50 m vertical lifts 45 degree slope m 64.00 60 degree slope m 51.00 3.00 m high bank 10 degree slope m 168.00 20 degree slope m 91.00 30 degree slope m 65.00 45 degree slope m 152.00

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IN SITU CONCRETE Mix concrete on site; aggregates delivered in 20 tonne loads; deliver mixed concrete to location by mechanical dumper distance 25 m 1:3:6 m³ 87.10 1:2:4 m³ 99.70 As above but ready mixed concrete 10 N/mm² m³ 107.00 15 N/mm² m³ 114.00 Mix concrete on site; aggregates delivered in 20 tonne loads; deliver mixed concrete to location by barrow distance 25 m 1:3:6 m³ 131.00 1:2:4 m³ 144.00 As above but aggregates delivered in 1 tonne bags 1:3:6 m³ 160.00 1:2:4 m³ 172.00 As above but ready mixed concrete 10 N/mm² m³ 151.00 15 N/mm² m³ 158.00 As above but concrete discharged directly from ready mix lorry to required location 10 N/mm² m³ 110.00 15 N/mm² m³ 113.00 Excavate foundation trench mechanically; remove spoil off site; 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 18.00 300 mm deep x 500 mm wide m 27.00 400 mm deep x 400 mm wide m 26.00 400 mm deep x 600 mm wide m 39.00 600 mm deep x 600 mm wide m 57.00 As above but hand excavation and disposal to spoil heap 25 m by barrow and off site by grab lorry 200 mm deep x 400 mm wide m 41.00 300 mm deep x 500 mm wide m 67.00 400 mm deep x 400 mm wide m 66.00 400 mm deep x 600 mm wide m 76.00 600 mm deep x 600 mm wide m 138.00 Excavate foundation trench mechanically; remove spoil off site; 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 18.00 300 mm deep x 500 mm wide m 27.00 400 mm deep x 400 mm wide m 26.00 400 mm deep x 600 mm wide m 39.00 600 mm deep x 600 mm wide m 56.00 Reinforced concrete wall to foundations above (site mixed concrete) Up to 1.00 m high x 200 thick m2 97.20 Up to1.00 m high x 300 thick m297.20 Reinforced concrete wall to foundations above (ready mix concrete RC35) 1.00 m high x 200 thick m2 128.00 1.00 m high x 300 thick m2 140.00

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IN SITU CONCRETE - cont’d Grade ground to levels and falls; excavate to reduce levels for concrete slab; lay waterproof membrane, 100 mm hardcore and form concrete slab reinforced with A 142 mesh in 1:2:4 site mixed concrete to thickness; remove excavated material off site Concrete 1:2:4 site mixed 100 thick m2814.10 150 thick m2821.17 250 thick m2 835.30 300 thick m2 842.35 Concrete ready mixed GEN 2 100 thick m2 813.08 150 thick m2 819.64 250 thick m2 832.76 300 thick m2 839.30

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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:lime:sand (1:1:6) mortar with flush joints; fair face one side; DPC two courses underground; engineering brick in cement:sand (1:3) mortar; coping of headers on end Wall 900 high above DPC in engineering brick (class B) - £260.00/1000 m 159.00 in sandfaced facings - £300.00/1000 m 181.00 in reclaimed bricks - £800.00/1000 m 214.00 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:lime:sand (1:1:6) mortar with flush joints, fair face one side; DPC two courses engineering brick in cement:sand (1:3) mortar; precast concrete coping 152 x 75 mm Wall 900 high above DPC in engineering brick (class B) - £260.00/1000 m 267.00 in sandfaced facings - £300.00/1000 m 275.00 in reclaimed bricks PC 800.00/1000 m 406.00 Wall 1200 high above DPC in engineering brick (class B) - £260.00/1000 m 298.00 in sandfaced facings - £300.00/1000 m 308.00 in reclaimed bricks PC £800.00/1000 m 401.00 Wall 1800 high above DPC in engineering brick (class B) - £260.00/1000 m 432.00 in sandfaced facings - £300.00/1000 m 448.00 in reclaimed bricks PC £800.00/1000 m 589.00 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; DPC two courses engineering brick in cement:sand (1:3) mortar; coping of headers on edge Wall 900 high above DPC in engineering brick (class B) - £260.00/1000 m 540.00 in sandfaced facings - £300.00/1000 m 282.00 in rough stocks - £450.00/1000 m 299.00 Wall 1200 high above DPC in engineering brick (class B) - £260.00/1000 m 305.00 in sandfaced facings - £300.00/1000 m 315.00 in rough stocks - £450.00/1000 m 387.00 Wall 1800 high above DPC in engineering brick (class B) - £260.00/1000 m 378.00 in sandfaced facings - £300.00/1000 m 455.00 in rough stocks - £450.00/1000 m 483.00 Excavate foundation trench 450 deep; remove spoil to dump off site; lay GEN 1 concrete foundations 600 x 300 thick; construct wall of concrete block Solid blocks 7 N/mm2 100 mm thick m257.00 140 mm thick m2 63.00 100 mm blocks laid "on flat" 215 mm thick m2 110.00 Hollow blocks filled with concrete 215 mm thick m2 90.00 Hollow blocks but with steel bar cast into the foundation 215 mm thick m2110.00 Excavate foundation trench 450 deep; remove spoil to dump off site; lay GEN 1 concrete foundations 600 x 300 thick; construct wall of concrete block with brick face 112.5 thick to stretcher bond; place stainless steel ties at 4 nr/m2 of wall face Solid blocks 7 N/mm2 with strecher bond brick face; bricks PC £500.00/1000 100 mm thick m2172.00 140 mm thick m2 179.00

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ROADS AND PAVINGS 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 all by machine m² 12.00 all by hand except disposal by grab m² 46.00 Lay 1:2:4 concrete base 150 thick laid to falls all by machine m² 24.00 all by hand except disposal by grab m² 63.00 150 mm hardcore base with concrete base 150 deep concrete 1:2:4 site mixed m² 31.00 concrete PAV 1 35 ready mixed m² 30.00 Hardcore base 150 deep; concrete reinforced with A142 mesh site mixed concrete 1:2:4; 150 mm deep m² 45.00 site mixed concrete 1:2:4; 250 mm deep m² 61.00 concrete PAV 1 35 N/mm ready mixed; 150 mm deep m² 36.00 concrete PAV 1 35 N/mm ready mixed; 250 mm deep m² 52.00 KERBS AND EDGINGS Note: excavation is by machine unless otherwise mentioned Excavate trench and construct concrete foundation 300 mm wide x 150 mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35 mm maximum; haunching one side; disposal of arisings off site Kerbs laid straight 125 mm high x 125 mm thick bullnosed type BN m 25.00 125 x 255 mm; ref HB2; SP m 27.00 150 x 305 mm; ref HB1 m 32.00 Excavate and construct concrete foundation 450 mm wide x 150 mm deep; lay precast concrete kerb units bedded in semi-dry concrete; slump 35 mm maximum; haunching one side; lay channel units bedded in 1:3 sand mortar; jointed in cement:sand mortar 1:3 Kerbs; 125 mm high x 125 mm thick bullnosed type BN dished channel 125 x 225 Ref CS m 46.00 square channel 125 x 150 Ref CS2 m 43.00 bullnosed channel 305 x 150 Ref CBN m 52.00 Granite kerbs straight; 125 x 250 m 48.00 curved; 125 x 250 m 52.00 Brick channel; class B engineering bricks Excavate and construct concrete foundation 600 mm wide x 200 mm deep; lay channel to depths and falls bricks to be laid as headers along the channel; bedded in 1:3 lime:sand mortar bricks close jointed in cement:sand mortar 1:3 3 courses wide m 63.00 Precast concrete edging on concrete foundation 100 x 150 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 x 150 m 21.00 50 x 200 m 26.00 50 x 250 m 27.00 Rectangular chamfered or bullnosed as above but to both sides of straight paths 50 x 150 m 44.00 50 x 200 m 52.00 50 x 250 m 53.00 Timber edgings; softwood Straight 150 x 38 m 7.00 150 x 50 m 7.00

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Curved; over 5 m radius 150 x 38 m 9.00 150 x 50 m 10.00 Curved; 4 - 5 m radius 150 x 38 m 9.00 150 x 50 m 10.00 Curved; 3 - 4 m radius 150 x 38 m 10.00 150 x 50 m 12.00 Curved; 1.00 - 3.00 m radius 150 x 38 m 12.00 150 x 50 m 13.00 Timber edgings; hardwood 150 x 38 m 12.00 150 x 50 m 14.00 Brick or concrete block edge restraint; excavate for groundbeam; lay concrete 1:2:4 200 wide x 150 mm deep; on 50 mm thick sharp sand bed; lay blocks or bricks inclusive of haunching one side Blocks 200 x 100 x 60; PC £6.94/m2; butt jointed header course m 16.00 stretcher course m 12.00 Bricks 215 x 112.5 x 50; PC £300.00/1000; with mortar joints header course m 17.00 stretcher course m 16.00 Sawn Yorkstone edgings; excavate for groundbeam; lay concrete 1:2:4 150 mm deep x 33.3% wider than the edging; on 35 mm thick mortar bed; inclusive of haunching one side Yorkstone 50 mm thick 100 mm wide x random lengths m 24.00 100 mm x 100 mm m 27.00 100 mm wide x 200 long m 35.00 250 mm wide x random lengths m 37.00 500 mm wide x random lengths m 61.00 Granite edgings; excavate for groundbeam; lay concrete 1:2:4 150 mm deep x 33.3% wider than the edging; on 35 mm thick mortar bed; inclusive of haunching one side Granite 50 mm thick 100 mm wide x random lengths m 24.00 100 mm x 100 mm m 27.00 100 mm wide x 200 long m 35.00 250 mm wide x random lengths m 37.00 500 mm wide x random lengths m 61.00 ROADS Excavate weak points of excavation by hand and fill with well rammed Type 1 granular material 100 thick m² 10.00 200 thick m² 13.00 Reinforced concrete roadbed 150 thick Excavate road bed and dispose excavated material off site; bring to grade; lay reinforcing mesh A142 lapped and joined; lay 150 mm thick in situ reinforced concrete roadbed 21 N/mm²; with 15 impregnated fibreboard expansion joints and polysulphide based sealant at 50 m centres; on 150 hardcore blinded with ash or sand; kerbs 155 x 255 to both sides; including foundations haunched one side in 11.5 N/mm² concrete with all necessary formwork; falls, crossfalls and cambers not exceeding 15 degrees 4.90 m wide m 223.00 6.10 m wide m 301.00 7.32 m wide m 318.00

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ROADS - cont’d Macadam roadway over 1000 m2 Excavate 350 mm for pathways or roadbed; bring to grade; lay 100 well-rolled hardcore; lay 150 mm Type 1 granular material; lay precast edgings kerbs 50 x 150 on both sides; including foundations haunched one side in 11.5 N/mm² concrete with all necessary formwork; machine lay surface of 90 mm macadam 60 mm base course and 30 mm wearing course; all disposal off site 1.50 m wide m 92.00 2.00 m wide m 97.00 3.00 m wide m 137.00 4.00 m wide m 167.00 5.00 m wide m 198.00 6.00 m wide m 229.00 7.00 m wide m 260.00 Macadam roadway between 400 and 1000 m2 Excavate 350 mm for pathways or roadbed; bring to grade; lay 100 well-rolled hardcore; lay 150 mm Type 1 granular material; lay precast edgings kerbs 50 x 150 on both sides; including foundations haunched one side in 11.5 N/mm² concrete with all necessary formwork; machine lay surface of 90 mm macadam 60 mm base course and 30 mm wearing course; all disposal off site 1.50 m wide m 99.00 2.00 m wide m 115.00 3.00 m wide m 151.00 4.00 m wide m 186.00 5.00 m wide m 222.00 6.00 m wide m 258.00 7.00 m wide m 294.00 CAR PARKS 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 kerbs BS 7263; 125 x 255 on both sides; including foundations haunched one side in 11.5 N/mm² concrete with all necessary formwork Work to falls, crossfalls and cambers not exceeding 15 degrees 1.50 m wide m 71.00 2.00 m wide m 80.00 3.00 m wide m 94.00 4.00 m wide m 110.00 5.00 m wide m 130.00 6.00 m wide m 140.00 7.00 m wide m 160.00 As above but excavation 450 mm deep and base of Type 1 at 250 mm thick 1.50 m wide m 137.00 2.00 m wide m 165.00 3.00 m wide m 222.00 4.00 m wide m 275.00 5.00 m wide m 335.00 6.00 m wide m 392.00 7.00 m wide m 449.00 To excavated and prepared base above, lay roadbase 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 each 231.00 gangway m2 16.00 As above but stainless steel road studs 100 x 100 to BS 873:pt.4; two per bay in lieu of thermoplastic paint per bay 5.0 m x 2.4 m each 231.00

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Car park as above but with interlocking concrete blocks 200 x 100 x 80 mm; grey per bay 5.0 m x 2.4 m each 459.00 gangway m² 39.00 Car park as above but with interlocking concrete blocks 200 x 100 x 80 mm; colours per bay 5.0 m x 2.4 m each 471.00 gangway m² 40.00 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 each 449.00 gangway m² 38.00 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 each 456.00 gangway m² 38.00 Car park as above but with laying of 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 g/m²; seed with dwarf rye grass at 35 g/m² GC2, 150 thick for HGV traffic including dust carts per bay 5.0 m x 2.4 m each 441.00 gangway m² 37.00 GC1, 100 thick for cars and light traffic per bay 5.0 m x 2.4 m each 360.00 gangway m² 30.00 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) each 299.00 per bay 6.55 m x 3.80 m (wheelchair) each 395.00 gangway m² 16.00 Car park as above but with interlocking concrete blocks 200 x 100 x 60 mm; grey; but mark out bays per bay 5.80 m x 3.25 m (ambulant) each 3610.00 per bay 6.55 m x 3.80 m (wheelchair) each 4210.00 gangway m² 38.00 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 m2 100 m² 3608.00 400 m2 - 1000 m2 100 m² 3874.00 Excavate for playground; bring to grade; lay 100 consolidated hardcore; blind with 100 type 1; lay macadam base of dense bitumen macadam to 50 thick; lay wearing course 20 thick Over 1000 m2 100 m² 2793.00 400 m2 - 1000 m2 100 m² 3408.00 Excavate for playground; bring to grade; lay 100 consolidated hardcore; blind with 100 type 1; lay macadam base of dense bitumen macadam to 50 thick; lay wearing course of Addagrip resin coated aggregate 3 mm diameter 6 mm thick Over 1000 m2 100 m² 4818.00 400 m2 - 1000 m2 100 m² 5209.00 Safety surfaced play area Excavate for playground; bring to grade; lay with 150 type 1; lay macadam base of dense bitumen macadam to 50 thick; lay safety surface 35 mm; coloured 100 m² 9326.00

Item Excluding site overheads and profit

Unit

Total rate £

INTERLOCKING BLOCK PAVING Edge restraint to block paving; excavate for groundbeam, lay concrete 1:2:4 200 wide x 150 mm deep; on 50 mm thick sharp sand bed; inclusive of haunching one side Blocks 200 x 100 x 60; PC £6.94/ m2; butt jointed header course m 16.00 stretcher course m 12.00 Bricks 215 x 112.5 x 50; PC £300.00/1000; with mortar joints header course m 17.00 stretcher course m 16.00 Excavate ground; treat substrate with total herbicide; supply and lay granular fill Type 1 150 thick laid to falls and compacted; supply and lay block pavers; laid on 50 compacted sharp sand; vibrated; joints filled with loose sand excluding edgings or kerbs measured separately Concrete blocks 200 x 100 x 60 m² 50.00 200 x 100 x 80 m² 52.00 Reduce levels; lay 150 granular material Type 1; lay 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 Blocks 200 x 100 x 60 mm 1.0 m wide clear width between edgings m 91.00 1.5 m wide clear width between edgings m 116.00 2.0 m wide clear width between edgings m 141.00 Blocks 200 x 100 x 60 mm but blocks laid 45 degree herringbone pattern including cutting edging blocks 1.0 m wide clear width between edgings m 98.00 1.5 m wide clear width between edgings m 123.00 2.0 m wide clear width between edgings m 147.00 Blocks 200 x 100 x 60 mm but all excavation by hand disposal off site by grab 1.0 m wide clear width between edgings m 192.00 1.5 m wide clear width between edgings m 230.00 2.0 m wide clear width between edgings m 269.00 BRICK PAVING WORKS BY MACHINE Excavate and lay base Type 1 150 thick remove arisings; all by machine; lay clay brick paving 200 x 100 x 50 thick; butt jointed on 50 mm sharp sand bed PC £300.00/1000 m² 62.00 PC £600.00/1000 m² 77.00 200 x 100 x 50 thick; 10 mm mortar joints on 35 mm mortar bed PC £300.00/1000 m² 76.00 PC £600.00/1000 m² 89.00 Excavate and lay base Type 1 250 thick all by machine; remove arisings; lay clay brick paving 200 x 100 x 50 thick; 10 mm mortar joints on 35 mm mortar bed PC £300.00/1000 m² 82.00 Excavate and lay 150 mm readymix concrete base reinforced with A393 mesh; all by machine; remove arisings; lay clay brick paving 200 x 100 x 50 thick; 10 mm mortar joints on 35 mm mortar bed; running or stretcher bond PC £300.00/1000 m² 97.00 PC £600.00/1000 m² 110.00 200 x 100 x 50 thick; 10 mm mortar joints on 35 mm mortar bed ; butt jointed; herringbone bond PC £300.00/1000 m² 83.00 PC £600.00/1000 m² 98.00

Item Excluding site overheads and profit

Unit

Total rate £

Excavate and lay base readymix concrete base 150 mm thick reinforced with A393 mesh; all by machine; remove arisings; lay clay brick paving 215 x 102.5 x 50 thick; 10 mm mortar joints on 35 mm mortar bed PC £300.00/1000; herringbone m² 99.00 PC £600.00/1000; herringbone m² 112.00 WORKS BY HAND Excavate and lay base Type 1 150 thick by hand; arisings barrowed to spoil heap maximum distance 25 m and removal off site by grab; lay clay brick paving 200 x 100 x 50 thick; butt jointed on 50 mm sharp sand bed PC £300.00/1000 m² 102.00 PC £600.00/1000 m² 129.00 Excavate and lay 150 mm concrete base; 1:3:6: site mixed concrete reinforced with A393 mesh; remove arisings to stockpile and then off site by grab; lay clay brick paving 215 x 102.5 x 50 thick; 10 mm mortar joints on 35 mm mortar bed PC £300.00/1000 m² 99.90 PC £600.00/1000 m² 127.00 FLAG PAVING TO PEDESTRIAN AREAS Prices are inclusive of all mechanical excavation and disposal Supply and lay precast concrete flags; excavate ground and reduce levels; treat substrate with total herbicide; supply and lay granular fill Type 1 150 thick laid to falls and compacted Standard precast concrete flags to BS 7263 bedded and jointed in lime:sand mortar (1:3) 450 x 450 x 70 chamfered m² 39.00 450 x 450 x 50 chamfered m² 36.00 600 x 300 x 50 m² 34.00 600 x 450 x 50 m² 34.00 600 x 600 x 50 m² 31.00 750 x 600 x 50 m² 31.00 900 x 600 x 50 m² 30.00 Coloured flags bedded and jointed in lime:sand mortar (1:3) 600 x 600 x 50 m² 33.00 450 x 450 x 70 chamfered m² 43.00 400 x 400 x 65 m² 44.00 750 x 600 x 50 m² 33.00 900 x 600 x 50 m² 31.00 Marshalls Saxon; textured concrete flags; reconstituted Yorkstone in colours; butt jointed bedded in lime:sand mortar (1:3) 300 x 300 x 35 m² 65.00 450 x 450 x 50 m² 54.00 600 x 300 x 35 m² 50.00 600 x 600 x 50 m² 47.00 Tactile flags; Marshalls blister tactile pavings; red or buff; for blind pedestrian guidance laid to designed pattern 450 x 450 m² 45.00 400 x 400 m² 48.00 PEDESTRIAN DETERRENT PAVING Excavate ground and bring to levels; treat substrate with total herbicide; supply and lay granular fill Type 1 150 mm thick laid to falls and compacted; supply and lay precast deterrent paving units bedded in lime:sand mortar (1:3) and jointed in lime:sand mortar (1:3) Marshalls Mono Lambeth pyramidal paving 600 x 600 x 75 m² 38.00 Townscape Abbey square cobble pattern pavings; reinforced 600 x 600 x 60 m² 58.00 Geoset chamfered studs 600 x 600 x 60 m² 54.00

Item Excluding site overheads and profit

Unit

Total rate £

IMITATION YORKSTONE PAVINGS Excavate ground and bring to levels; treat substrate with total herbicide; supply and lay granular fill Type 1 150 mm thick laid to falls and compacted, supply and lay imitation Yorkstone paving laid to coursed patterns bedded in lime:sand mortar (1:3) and jointed in lime:sand mortar (1:3) Marshalls Heritage square or rectangular 300 x 300 x 38 m² 65.00 600 x 300 x 30 m² 53.00 600 x 450 x 38 m² 52.00 450 x 450 x 38 m² 50.00 600 x 600 x 38 m² 46.00 As above but laid to random rectangular patterns various sizes selected from the above m² 59.00 Imitation Yorkstone laid random rectangular as above but on concrete base 150 thick by machine m² 71.00 by hand m² 110.00 NATURAL STONE SLAB PAVING WORKS BY MACHINE (For works by hand please see Minor Works) Excavate ground by machine and reduce levels, to receive 65 mm thick slab and 35 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; lay to random rectangular pattern on 35 mm mortar bed New riven slabs laid random rectangular m² 120.00 New riven slabs; but to 150 mm plain concrete base laid random rectangular m² 127.00 New riven slabs; disposal by grab laid random rectangular m² 130.00 Reclaimed Cathedral grade riven slabs laid random rectangular m² 150.00 Reclaimed Cathedral grade riven slabs; but to 150 mm plain concrete base laid random rectangular m² 162.00 Reclaimed Cathedral grade riven slabs; disposal by grab laid random rectangular m² 158.00 New slabs sawn 6 sides laid random rectangular m² 110.00 3 sizes, laid to coursed pattern m² 113.00 New slabs sawn 6 sides; but to 150 mm plain concrete base laid random rectangular m² 120.00 3 sizes, laid to coursed pattern m² 125.00 New slabs sawn 6 sides; disposal by grab laid random rectangular m² 115.00 3 sizes, laid to coursed pattern m² 120.00 WORKS BY HAND Excavate ground by hand and reduce levels, to receive 65 mm thick slab and 35 mm mortar bed; barrow all materials and arisings 25 m; dispose of excavated material off site by grab; treat substrate with total herbicide; lay granular fill Type 1 150 thick laid to falls and compacted; lay to random rectangular pattern on 35 mm mortar bed New riven slabs laid random rectangular m² 155.00 New riven slabs laid random rectangular; but to 150 mm plain concrete base laid random rectangular m² 169.00 New riven slabs; but disposal to skip laid random rectangular m² 167.00 Reclaimed Cathedral grade riven slabs laid random rectangular m² 191.00 Reclaimed Cathedral grade riven slabs; but to 150 mm plain concrete base laid random rectangular m² 206.00

Item Excluding site overheads and profit

Unit

Total rate £

Reclaimed Cathedral grade riven slabs; but disposal to skip laid random rectangular m² 203.00 New slabs sawn 6 sides laid random rectangular m² 147.00 3 sizes, sawn 6 sides laid to coursed pattern m² 152.00 New slabs sawn 6 sides; but to 150 mm plain concrete base laid random rectangular m² 162.00 3 sizes, sawn 6 sides laid to coursed pattern m² 166.00 GRANITE SETT PAVING - PEDESTRIAN Excavate ground and bring to levels; lay 100 hardcore to falls; compacted with 5 tonne roller; blind with compacted Type 1 50 mm thick; lay 100 concrete 1:2:4; supply and lay granite setts 100 x 100 x 100 mm bedded in cement:sand mortar (1:3) 25 mm thick minimum; close butted and jointed in fine sand; all excluding edgings or kerbs measured separately Setts laid to bonded pattern and jointed new setts 100 x 100 x 100 m² 102.00 second-hand cleaned 100 x 100 x 100 m² 119.00 Setts laid in curved pattern new setts 100 x 100 x 100 m² 108.00 second-hand cleaned 100 x 100 x 100 m² 125.00 GRANITE SETT PAVING - TRAFFICKED AREAS Excavate ground and bring to levels; lay 100 hardcore to falls; compacted with 5 tonne roller; blind with compacted Type 1 50 mm thick; lay 150 site mixed concrete 1:2:4 reinforced with steel fabric to BS 4483 ref: A 142; supply and lay granite setts 100 x 100 x 100 mm bedded in cement:sand mortar (1:3) 25 mm thick minimum; close butted and jointed in fine sand; all excluding edgings or kerbs measured separately Site mixed concrete new setts 100 x 100 x 100 m² 110.00 second-hand cleaned 100 x 100 x 100 m² 128.00 Ready mixed concrete new setts 100 x 100 x 100 m² 108.00 second-hand cleaned 100 x 100 x 100 m² 125.00 CONCRETE PAVING Pedestrian areas Excavate to reduce levels; lay 100 mm Type 1; lay PAV 1 air entrained concrete; joints at max width of 6.0 m cut out and sealed with sealant to BS 5212; inclusive of all formwork and stripping 100 mm thick m² 70.00 Trafficked areas Excavate to reduce levels; lay 150 mm Type 1 lay PAV 2 40 N/mm² air entrained concrete; reinforced with steel mesh to BS 4483 200 x 200 square at 2.22 kg/m²; joints at max width of 6.0 m cut out and sealed with sealant to BS 5212 150 mm thick m² 91.00 BEACH COBBLE PAVING Excavate ground and bring to levels and fill with compacted Type 1 fill 100 thick; lay GEN 1 concrete base 100 thick; supply and lay cobbles individually laid by hand bedded in cement:sand mortar (1:3) 25 thick minimum; dry grout with 1:3 cement:sand grout; brush off surplus grout and water in; sponge off cobbles as work proceeds; all excluding formwork edgings or kerbs measured separately Scottish beach cobbles 200 - 100 mm m² 88.00 Kidney flint cobbles 100 - 75 mm m² 92.00 Scottish beach cobbles 75 - 50 mm m² 103.00

Item Excluding site overheads and profit

Unit

Total rate £

CONCRETE SETT PAVING Excavate ground and bring to levels; supply and lay 150 granular fill Type 1 laid to falls and compacted; supply and lay setts bedded in 50 sand and vibrated; joints filled with dry sand and vibrated; all excluding edgings or kerbs measured separately Marshalls Mono; Tegula precast concrete setts random sizes 60 thick m² 45.00 single size 60 thick m² 43.00 random size 80 thick m² 48.00 single size 80 thick m² 59.00 GRASS CONCRETE PAVING Reduce levels; lay 150 mm Type 1 granular fill compacted; supply and lay precast grass concrete blocks on 20 sand and level by hand; fill blocks with 3 mm sifted topsoil and pre-seeding fertilizer at 50 g/m²; sow with perennial ryegrass/chewings fescue seed at 35 g/m² Grass concrete GB103 406 x 406 x 103 m² 37.00 GB83 406 x 406 x 83 m² 35.00 Extra for geotextile fabric underlayer m² 1.00 Firepaths Excavate to reduce levels; lay 300 mm well rammed hardcore; blinded with 100 mm type 1; supply and lay Marshalls Mono "Grassguard 180" precast grass concrete blocks on 50 sand and level by hand; fill blocks with sifted topsoil and pre-seeding fertilizer at 50 g/m² firepath 3.8 m wide m 221.00 firepath 4.4 m wide m 256.00 firepath 5.0 m wide m 291.00 turning areas m² 59.00 Charcon Hard Landscaping Grassgrid; 366 x 274 x 100 m² 31.00 SLAB/BRICK PATHS Stepping stone path inclusive of hand excavation and mechanical disposal, 100 mm Type 1 and sand blinding; slabs to comply with BS 7263 laid 100 mm apart to existing turf 600 wide; 600 x 600 x 50 slabs natural finish m 50.00 coloured m 50.00 exposed aggregate m 58.00 900 wide; 600 x 900 x 50 slabs natural finish m 54.00 coloured m 56.00 exposed aggregate m 68.00 Pathway inclusive of mechanical excavation and disposal; 100 mm Type 1 and sand blinding; slabs to comply with BS 7263 close butted Straight butted path 900 wide; 600 x 900 x 50 slabs natural finish m 19.00 coloured m 20.00 exposed aggregate m 29.00 Straight butted path 1200 wide; double row; 600 x 900 x 50 slabs, laid stretcher bond natural finish m 34.00 coloured m 36.00 exposed aggregate m 54.00 Straight butted path 1200 wide; one row of 600 x 600 x 50, one row 600 x 900 x 50 slabs natural finish m 33.00 coloured m 35.00 exposed aggregate m 61.00

Item Excluding site overheads and profit

Unit

Total rate £

Straight butted path 1500 wide; slabs of 600 x 900 x 50 and 600 x 600 x 50; laid to bond natural finish m 41.00 coloured m 42.00 exposed aggregate m 61.00 Straight butted path 1800 wide; two rows of 600 x 900 x 50 slabs; laid bonded natural finish m 45.00 coloured m 53.00 exposed aggregate m 81.00 Straight butted path 1800 wide; three rows of 600 x 900 x 50 slabs; laid stretcher bond natural finish m 49.00 coloured m 58.00 exposed aggregate m 86.00 Brick paved paths; bricks 215 x 112.5 x 65 with mortar joints; prices are inclusive of excavation, disposal off site, 100 hardcore, 100 1:2:4 concrete bed; edgings of brick 215 wide, haunched; all jointed in cement:lime:sand mortar (1:1:6) Path 1015 wide laid stretcher bond; edging course of headers rough stocks - £400.00/1000 m 84.00 engineering brick - £280.00/1000 m 79.00 Path 1015 wide laid stack bond rough stocks - £400.00/1000 m 88.00 engineering brick - £280.00/1000 m 84.00 Path 1115 wide laid header bond rough stocks - £400.00/1000 m 92.00 engineering brick - £280.00/1000 m 87.00 Path 1330 wide laid basketweave bond rough stocks - £400.00/1000 m 110.00 engineering brick - £280.00/1000 m 100.00 Path 1790 wide laid basketweave bond rough stocks - £400.00/1000 m 140.00 engineering brick - £280.00/1000 m 110.00 Brick paved paths; brick paviors 200 x 100 x 50 chamfered edge with butt joints; prices are inclusive of excavation, 100 mm Type 1, and 50 mm sharp sand; jointing in kiln dried sand brushed in; exclusive of edge restraints Path 1000 wide laid stretcher bond; edging course of headers rough stocks - £400.00/1000 m 77.00 engineering brick - £280.00/1000 m 81.00 Path 1330 wide laid basketweave bond rough stocks - £400.00/1000 m 109.00 engineering brick - £280.00/1000 m 102.00 Path 1790 wide laid basketweave bond rough stocks - £400.00/1000 m 143.00 engineering brick - £280.00/1000 m 104.00 GRAVEL PATHS Reduce levels and remove spoil to dump on site; lay 150 hardcore well rolled; lay 25 mm sand blinding and geofabric; fix timber edge 150 x 38 to both sides of straight paths; lay 50 mm Cedec gravel watered and rolled Lay Cedec gravel 50 thick; watered and rolled 1.0 m wide m 28.00 1.5 m wide m 22.00 2.0 m wide m 46.00 Lay Breedon gravel 50 thick; watered and rolled 1.0 m wide m 28.00 1.5 m wide m 37.00 2.0 m wide m 47.00

Item Excluding site overheads and profit

Unit

Total rate £

BARK PAVING Excavate to reduce levels; remove all topsoil to dump on site; treat area with herbicide; lay 150 mm clean hardcore; blind with sand to BS 882 Grade C; lay 0.7 mm geotextile filter fabric water flow 50 l/m²/sec; supply and fix treated softwood edging boards 50 x 150 mm to bark area on hardcore base extended 150 mm beyond the bark area; boards fixed with galvanised nails to treated softwood posts 750 x 50 x 75 mm driven into firm ground at 1.0 m centres; edging boards to finish 25 mm above finished bark surface; tops of posts to be flush with edging boards and once weathered Supply and lay 100 mm Melcourt conifer walk chips 10 - 40 mm size 1.00 m wide m 20.00 2.00 m wide m 30.30 3.00 m wide m 41.60 4.00 m wide m 50.30 FOOTPATHS Excavate footpath to reduce level; remove arisings to tip on site maximum distance 25 m; lay Type 1 granular fill 100 thick; lay base course of 28 size dense bitumen macadam 50 thick; wearing course of 10 size dense bitumen macadam 20 thick; timber edge 150 x 38 mm Areas over 1000 m2 1.0 m wide m 32.00 1.5 m wide m 45.00 2.0 m wide m 55.00 Areas 400 m2 - 1000 m2 1.0 m wide m 37.00 1.5 m wide m 52.00 2.0 m wide m 79.00

Item Excluding site overheads and profit

Unit

Total rate £

SPECIAL SURFACES FOR SPORT/PLAYGROUNDS BARK PLAY AREA Excavate playground area to 450 depth; lay 150 broken stone or clean hardcore; lay filter membrane; lay bark surface Melcourt Industries Playbark 10/50 - 300 thick 100 m² 3059.00 Playbark 8/25 - 300 thick 100 m² 3607.00 BOWLING GREEN CONSTRUCTION; BAYLIS LANDSCAPE CONTRACTORS LTD Bowling green; complete Excavate 300 mm deep and grade to level; excavate and install 100 mm land drain to perimeter and backfill with shingle; install 60 mm land drain to surface at 4.5 m centres backfilled with shingle; install 50 m non perforated pipe 50 m long; install 100 mm compacted and levelled drainage stone, blind with grit and sand; spread 150 mm imported 70:30 sand:soil accurately compacted and levelled; lay bowling green turf and top dress twice luted into surface; exclusive of perimeter ditches and bowls protection 6 rink green 38.4 x 38.4 m each 53573.00 install "Toro" automatic bowling green irrigation system with pump, tank, controller, electrics, pipework and 8 nr "Toro 780" sprinklers; excluding pumphouse (optional) each 8319.00 Supply and install to perimeter of green, "Sportsmark" preformed bowling green ditch channels "Ultimate Design 99" steel reinforced concrete channel, 600 mm long section each 7895.00 "Ultimate GRC " glass reinforced concrete channel, 1.2 m long section each 12012.00 "Ultimate Design 2001" medium density rotational moulded channel; 1 m long section with integral bowls protection each 12012.00 Supply and fit bowls protection material to rear hitting face of "Ultimate" channels 1 and 2 above "Curl Grass" artificial grass, 0.45 m wide each 2219.00 "Astroturf" artificial grass, 0.45 m wide each 2013.00 50 mm rubber bowls bumper (2 rows) each 4572.00 bowls protection ditch liner laid loose, 300 mm wide each 1353.00 JOGGING TRACK Excavate track 250 deep; treat substrate with Casoron G4; lay filter membrane; lay 100 depth gravel waste or similar; lay 100 mm compacted gravel 100 m² 5944.00 Extra for treated softwood edging 50 x 150 on 50 x 50 posts both sides m 9.00 PLAYGROUNDS Excavate playground area and dispose of arisings to tip; lay Type 1 granular fill; lay macadam surface two coat work 80 thick; base course of 28 size dense bitumen macadam 50 thick; wearing course of 10 size dense bitumen macadam 30 thick Areas over 1000 m2 excavation 180 mm base 100 mm thick m² 26.00 excavation 225 mm base 150 mm thick m² 29.00 Areas 400 m2 - 1000 m2 excavation 180 mm base 100 mm thick m² 30.00 excavation 225 mm base 150 mm thick m² 34.00 Excavate playground area to given levels and falls; remove soil off site and backfill with compacted Type 1 granular fill; lay ready mixed concrete to fall 2% in all direction Base 150 mm thick; surface 100 mm thick m² 24.00 Base 150 mm thick; surface 150 mm thick m² 31.00

Item Excluding site overheads and profit

Unit

Total rate £

SAFETY SURFACING; BAYLIS LANDSCAPE CONTRACTORS LTD Excavate ground and reduce levels to receive safety surface; dispose of excavated material off site; treat substrate with total herbicide; lay granular fill Type 1 150 thick laid to falls and compacted; lay macadam base 40 mm thick; supply and lay "Ruberflex" wet pour safety system to thicknesses as specified All by machine except macadam by hand black 15 mm thick 100 m² 5100.00 35 mm thick 100 m² 6570.00 60 mm thick 100 m² 7930.00 coloured 15 mm thick 100 m² 8830.00 35 mm thick 100 m² 9400.00 60 mm thick 100 m² 10300.00 All by hand except disposal by grab black 15 mm thick 100 m² 8820.00 35 mm thick 100 m² 10400.00 60 mm thick 100 m² 11900.00 coloured 15 mm thick 100 m² 12600.00 35 mm thick 100 m² 13300.00 60 mm thick 100 m² 14300.00 SPORTSGROUND CONSTRUCTION; BAYLIS LANDSCONTRACTORS LTD Plain sports pitches; site clearance, grading and drainage not included Cultivate ground and grade to levels; apply pre-seeding fertilizer at 900 kg/ha; apply pre-seeding selective weedkiller; seed in two operations with sports pitch type grass seed at 350 kg/ha; harrow and roll lightly; including initial cut; size Association football, senior 114 m x 72 m each 3525.00 Association football, junior 106 m x 58 m each 2843.00 Rugby union pitch 156 m x 81 m each 5173.00 Rugby league pitch 134 m x 60 m each 3411.00 Hockey pitch 95 m x 60 m each 2615.00 Shinty pitch 186 m x 96 m each 7277.00 Men's lacrosse pitch 100 m x 55 m each 2502.00 Women's lacrosse pitch 110 m x 73 m each 3639.00 Target archery ground 150 m x 50 m each 2956.00 Cricket outfield 160 m x 142 m each 9209.00 Cycle track outfield 160 m x 80 m each 5685.00 Polo ground 330 m x 220 m each 27172.00 Cricket square; excavate to depth of 150 mm; pass topsoil through 6 mm screen; return and mix evenly with imported marl or clay loam; bring to accurate levels; apply pre-seeding fertilizer at 50 g/m; apply selective weedkiller; seed with cricket square type g grass seed at 50 g/m²; rake in and roll lightly; erect and remove temporary protective chestnut fencing; allow for initial cut and watering three times 22.8 m x 22.8 m each 14780.00

Item Excluding site overheads and profit

Unit

Total rate £

PREPARATION FOR PLANTING/TURFING SURFACE PREPARATION BY MACHINE Treat area with systemic non selective herbicide 1 month before starting cultivation operations; rip up subsoil using subsoiling machine to a depth of 250 below topsoil at 1.20 m centres in light to medium soils; rotavate to 200 deep in two passes; cultivate with chain harrow; roll lightly; clear stones over 50 mm By tractor 100 m² 9.00 As above but carrying out operations in clay or compacted gravel 100 m² 9.60 As above but ripping by tractor rotavation by pedestrian operated rotavator, clearance and raking by hand, herbicide application by knapsack sprayer 100 m² 42.00 As above but carrying out operations in clay or compacted gravel 100 m² 55.00 Spread and lightly consolidate topsoil brought from spoil heap not exceeding 100 m; in layers not exceeding 150; grade to specified levels; remove stones over 25; treat with Paraquat-Diquat weedkiller; all by machine 100 mm thick 100 m² 67.00 150 mm thick 100 m² 100.00 300 mm thick 100 m² 200.00 450 mm thick 100 m² 299.00 Extra to above for imported topsoil PC £23.50 m3 allowing for 20% settlement 100 mm thick 100 m² 282.00 150 mm thick 100 m² 423.00 300 mm thick 100 m² 846.00 450 mm thick 100 m² 1270.00 500 mm thick 100 m² 1410.00 600 mm thick 100 m² 1692.00 750 mm thick 100 m² 2115.00 1.00 m thick 100 m² 2820.00 Extra for incorporating mushroom compost at 50 mm/m² into the top 150 mm of topsoil (compost delivered in 20 m3) loads manually spread, mechanically rotavated 100 m² 156.00 mechanically spread and rotavated 100 m² 110.00 Extra for incorporating manure at 50 mm/m² into the top 150 mm of topsoil loads manually spread, mechanically rotavated 20 m3 loads 100 m² 270.00 mechanically spread and rotavated 60 m3 loads 100 m² 168.00 SURFACE PREPARATION BY HAND Spread only and lightly consolidate topsoil brought from spoil heap in layers not exceeding 150; grade to specified levels; remove stones over 25 mm; treat with Paraquat-Diquat weedkiller; all by hand 100 mm thick 100 m² 376.00 150 mm thick 100 m² 563.00 300 mm thick 100 m² 1126.00 450 mm thick 100 m² 1688.00 As above but inclusive of loading to location by barrow maximum distance 25 m; finished topsoil depth 100 mm thick 100 m² 826.00 150 mm thick 100 m² 1238.00 300 mm thick 100 m² 2476.00 450 mm thick 100 m² 3713.00 500 mm thick 100 m² 4124.00 600 mm thick 100 m² 4945.00 As above but loading to location by barrow maximum distance 100 m; finished topsoil depth 100 mm thick 100 m² 844.00 150 mm thick 100 m² 1266.00 300 mm thick 100 m² 2532.00 450 mm thick 100 m² 3798.00 500 mm thick 100 m² 4218.00 600 mm thick 100 m² 5058.00

Item Excluding site overheads and profit

Unit

Total rate £

SURFACE PREPARATION BY HAND - cont’d Spread only and lightly consolidate topsoil brought from spoil heap in layers not exceeding 150; grade to specified levels; remove stones over 25 mm; treat with Paraquat-Diquat weedkiller; all by hand - cont’d Extra to the above for incorporating mushroom compost at 50 mm/m² into the top 150 mm of topsoil; by hand 100 m² 183.00 Extra to above for imported topsoil £23.50 m3 allowing for 20% settlement 100 mm thick 100 m² 282.00 150 mm thick 100 m² 423.00 300 mm thick 100 m² 846.00 450 mm thick 100 m² 1270.00 500 mm thick 100 m² 1410.00 600 mm thick 100 m² 1692.00 750 mm thick 100 m² 2115.00 1.00 m thick 100 m² 2820.00

Item Excluding site overheads and profit

Unit

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SEEDING AND TURFING Bring top 200 mm of topsoil to a fine tilth using tractor drawn implements; remove stones over 25 mm by mechanical stone rake and bring to final tilth by harrow; apply pre-seeding fertilizer at 50 g/m² and work into top 50 mm during final cultivation; seed with certified grass seed in two operations; roll seedbed lightly after sowing General amenity grass at 35 g/m²; BSH A3 100 m² 38.00 General amenity grass at 35 g/m²; Johnsons Taskmaster 100 m² 31.00 Shaded areas; BSH A6 at 50 g/m² 100 m² 45.00 Motorway and road verges; Perryfields Pro 120 25-35 g/m² 100 m² 35.00 Bring top 200 mm of topsoil to a fine tilth using pedestrian operated rotavator; remove stones over 25 mm; apply pre-seeding fertilizer at 50 g/m² and work into top 50 mm during final hand cultivation; seed with certified grass seed in two operations; rake and roll seedbed lightly after sowing General amenity grass at 35 g/m²; BSH A3 100 m² 110.00 General amenity grass at 35 g/m²; Johnsons Taskmaster 100 m² 100.00 Shaded areas; BSH A6 at 50 g/m² 100 m² 114.00 Motorway and road verges; Perryfields Pro 120 25-35 g/m² 100 m² 110.00 Extra to above for using imported topsoil spread by machine 100 minimum depth 100 m² 311.00 150 minimum depth 100 m² 466.00 extra for slopes over 30 50% - Extra to above for using imported topsoil spread by hand; maximum distance for transporting soil 100 m 100 mm minimum depth m² 658.00 150 mm minimum depth m² 986.00 extra for slopes over 30 degrees 50% - Extra for mechanically screening top 25 mm of topsoil through 6 mm screen and spreading on seedbed, debris carted to dump on site not exceeding 100 m m³ 6.49 Bring top 200 mm of topsoil to a fine tilth; remove stones over 50 mm; apply pre-seeding fertilizer at 50 g/m² and work into top 50 of topsoil during final cultivation; seed with certified grass seed in two operations; harrow and roll seedbed lightly after sowing Areas inclusive of fine levelling by specialist machinery outfield grass at 350 kg/ha - Perryfields Pro 40 ha 4418.00 outfield grass at 350 kg/ha - Perryfields Pro 70 ha 4096.00 sportsfield grass at 300 kg/ha - Johnsons Sportsmaster ha 3968.00 Seeded areas prepared by chain harrow low maintenance grass at 350 kg/ha ha 5164.00 verge mixture grass at 150 kg/ha ha 4254.00 Extra for wild flora mixture at 30 kg/ha BSH WSF 75 kg/ha ha 3375.00 extra for slopes over 30 degrees 50% - Cut existing turf to 1.0 x 1.0 x 0.5 m turves, roll up and move to stack not exceeding 100 m by pedestrian operated machine, roll up and stack by hand 100 m² 71.00 all works by hand 100 m² 204.00 Extra for boxing and cutting turves 100 m² 4.00 Bring top 200 mm of topsoil to a fine tilth in 2 passes; remove stones over 25 mm

and bring to final tilth; apply pre-seeding fertilizer at 50 g/m² and work into top 50 mm during final cultivation; roll turf bed lightly Using tractor drawn implements and mechanical stone rake m² 1.00 Cultivation by pedestrian rotavator; all other operations by hand m² 1.00 As above but bring turf from stack not exceeding 100 m; lay turves to stretcher bond using plank barrow runs; firm turves using wooden turf beater using tractor drawn implements and mechanical stone rake m² 2.00 cultivation by pedestrian rotavator; all other operations by hand m² 3.00 As above but including imported turf; Rolawn Medallion using tractor drawn implements and mechanical stone rake m² 4.00 cultivation by pedestrian rotavator; all other operations by hand m² 5.00

Item Excluding site overheads and profit

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SEEDING AND TURFING - cont’d Bring top 200 mm of topsoil to a fine tilth in 2 passes; remove stones over 25 mm

and bring to final tilth; apply pre-seeding fertilizer at 50 g/m² and work into top 50 mm during final cultivation; roll turf bed lightly - cont’d Extra over to all of the above for watering on two occasions and carrying out initial cut by ride on triple mower 100 m² 2.00 by pedestrian mower 100 m² 5.00 by pedestrian mower; box cutting 100 m² 6.00 Extra for using imported topsoil spread and graded by machine 25 mm minimum depth m² 1.00 75 mm minimum depth m² 3.00 100 mm minimum depth m² 4.00 150 mm minimum depth m² 5.00 Extra for using imported topsoil spread and graded by hand; distance of barrow run 25 m 25 mm minimum depth m² 2.00 75 mm minimum depth m² 5.00 100 mm minimum depth m² 6.00 150 mm minimum depth m² 9.00 Extra for work on slopes over 30 including pegging with 200 galvanised wire pins m² 2.00 Inturf Big Roll Supply, deliver in one consignment, fully prepare the area and install in Big Roll format Inturf 553, a turfgrass comprising dwarf perennial ryegrass, smooth stalked rneadowgrass and fescues; installation by tracked machine Preparation by tractor drawn rotavator m² 3.00 Cultivation by pedestrian rotavator; all other operations by hand m² 4.00 Erosion control On ground previously cultivated, bring area to level, treat with herbicide; lay 20 mm thick open texture erosion control mat with 100 mm laps, fixed with 8 x 400 mm steel pegs at 1.0 m centres; sow with low maintenance grass suitable for erosion control on slopes at 35 g/m²; spread imported topsoil 25 mm thick and fertilizer at 35 g/m²; water lightly using sprinklers on two occasions m² 7.00 as above but hand-watering by hose pipe maximum distance from mains supply 50 m m² 7.00

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PLANTING HEDGE PLANTING Works by machine; excavate trench for hedge 300 wide x 450 deep; deposit spoil alongside and plant hedging plants in single row at 200 centres; backfill with excavated material incorporating organic manure at 1 m³ per 5 m³; carry out initial cut; including delivery of plants from nursery Bare root hedging plants PC - £0.30 100 m 620.00 PC - £0.60 100 m 770.00 PC - £1.00 100 m 970.00 PC - £1.20 100 m 1070.00 PC - £1.50 100 m 1220.00 As above but two rows of hedging plants at 300 centres staggered rows PC - £0.30 100 m 808.00 PC - £0.60 100 m 1010.00 PC - £1.00 100 m 1274.00 PC - £1.50 100 m 1608.00 Works by hand; excavate trench for hedge 300 wide x 450 deep; deposit spoil alongside and plant hedging plants in single row at 200 centres; backfill with excavated material incorporating organic manure at 1 m³ per 5 m³; carry out initial cut; including delivery of plants from nursery Two rows of hedging plants at 300 centres staggered rows PC - £0.30 100 m 1020.00 PC - £0.60 100 m 1214.00 PC - £1.00 100 m 1481.00 PC - £1.50 100 m 1814.00 TREE PLANTING Excavate tree pit by hand; fork over bottom of pit; plant tree with roots well spread out; backfill with excavated material, incorporating treeplanting compost at 1 m³ per 3 m³ of soil, one tree stake and two ties; tree pits square in sizes shown Light standard bare root tree in pit; PC £7.00 600 x 600 deep each 35.00 900 x 600 deep each 49.00 Standard bare root tree in pit; PC £9.75 600 x 600 deep each 43.00 900 x 600 deep each 51.00 Standard root balled tree in pit; PC £17.25 600 x 600 deep each 52.00 900 x 600 deep each 60.00 1.00 m x 1.00 m deep each 82.00 Selected standard bare root tree, in pit; PC £16.00 900 x 900 deep each 56.00 1.00 m x 1.00 m deep each 83.00 Selected standard root ball tree in pit; PC £26.00 900 x 900 deep each 82.00 1.00 m x 1.00 m deep each 120.00 Heavy standard bare root tree, in pit; PC £28.00 900 x 900 deep each 89.00 1.00 m x 1.00 m deep each 93.00 1.50 m x 750 deep each 140.00 Heavy standard root ball tree, in pit; PC £38.00 900 x 900 deep each 98.00 1.00 m x 1.00 m deep each 120.00 1.50 m x 750 deep each 144.00 Extra heavy standard bare root tree in pit; PC £50.40 1.00 m x 1.00 deep each 130.00 1.20 m x 1.00 m deep each 128.00 1.50 m x 750 deep each 171.00

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TREE PLANTING - cont’d Extra heavy standard root ball tree in pit; PC £54.25 1.00 m x 1.00 deep each 138.00 1.50 m x 750 deep each 169.00 1.50 m x 1.00 m deep each 200.00 Excavate tree pit by machine; fork over bottom of pit; plant tree with roots well spread out; backfill with excavated material, incorporating organic manure at 1 m³ per 3 m³ of soil; one tree stake and two ties; tree pits square in sizes shown Light standard bare root tree in pit; PC £7.00 600 x 600 deep each 30.00 900 x 900 deep each 42.00 Standard bare root tree in pit; PC £9.75 600 x 600 deep each 38.00 900 x 600 deep each 40.00 900 x 900 deep each 46.00 Standard root balled tree in pit; PC £17.25 600 x 600 deep each 47.00 900 x 600 deep each 49.00 900 x 900 deep each 55.00 Selected standard bare root tree, in pit; PC £16.00 900 x 900 deep each 56.00 1.00 m x 1.00 m deep each 66.00 Selected standard root ball tree in pit; PC £26.00 900 x 900 deep each 82.00 1.00 m x 1.00 m deep each 97.00 Heavy standard bare root tree, in pit; PC £28.00 900 x 900 deep each 89.00 1.00 m x 1.00 m deep each 77.00 1.20 m x 1.00 m deep each 110.00 Heavy standard root ball tree, in pit; PC £38.00 900 x 900 deep each 98.00 1.00 m x 1.00 m deep each 97.00 1.20 m x 1.00 m deep each 111.00 Extra heavy standard bare root tree in pit; PC £50.40 1.00 m x 1.00 deep each 120.00 1.20 m x 1.00 m deep each 128.00 1.50 m x 1.00 m deep each 156.00 Extra heavy standard root ball tree in pit; PC £54.25 1.00 m x 1.00 deep each 121.00 1.20 m x 1.00 m deep each 136.00 1.50 m x 1.00 m deep each 163.00 SEMI MATURE TREE PLANTING Excavate tree pit deep by machine; fork over bottom of pit; plant rootballed tree Acer platanoides "Emerald Queen" using telehandler where necessary; backfill with excavated material, incorporating Melcourt Topgrow bark/manure mixture at 1 m³ per 3 m³ of soil; Platypus underground guying system; tree pits 1500 x 1500 x 1500 mm deep inclusive of Platimats; excavated material not backfilled to tree pit spread to surrounding area 16 - 18 cm girth - £80.00 each 255.00 18 - 20 cm girth - £93.00 each 275.00 20 - 25 cm girth - £115.00 each 369.00 25 - 30 cm girth - £210.00 each 538.00 30 - 35 cm girth - £340.00 each 788.00 As above but treepits 2.00 x 2.00 x 1.5 m deep 40 - 45 cm girth - £680.00 each 1320.00 45 - 50 cm girth - £970.00 each 1679.00 55 - 60 cm girth - £1390.00 each 2219.00 67 - 70 cm girth - £2200.00 each 3323.00 75 - 80 cm girth - £4600.00 each 6131.00

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Extra to the above for imported topsoil moved 25 m from tipping area and disposal off site of excavated material Tree pits 1500 x 1500 x 1500 m deep 16 - 18 cm girth each 182.00 18 - 20 cm girth each 171.00 20 - 25 cm girth each 162.00 25 - 30 cm girth each 154.00 30 - 35 cm girth each 146.00 TREE PLANTING WITH MOBILE CRANES Excavate treepit 1.50 x 1.50 x 1.00 m deep; supply and plant semi mature trees delivered in full loads; trees lifted by crane; inclusive of backfilling tree pit with imported topsoil, compost, fertilizers and underground guying using "Platipus" anchors Self managed lift; local authority applications, health and safety, traffic management or road closures not included; tree size and distance of lift; 35 tonne crane 25 - 30 cm; max 25 m distance each 665.00 30 - 35 cm; max 25 m distance each 819.00 35 - 40 cm; max 25 m distance each 1290.00 55 - 60 cm; max 15 m distance each 2207.00 80 - 90 cm; max 10 m distance each 7127.00 Managed lift; inclusive of all local authority applications, health and safety, traffic management or road closures all by crane hire company; tree size and distance of lift; 35 tonne crane 25 - 30 cm; max 25 m distance each 675.00 30 - 35 cm; max 25 m distance each 837.00 35 - 40 cm; max 25 m distance each 1310.00 55 - 60 cm; max 15 m distance each 2251.00 80 - 90 cm; max 10 m distance each 7278.00 Self managed lift; local authority applications, health and safety, traffic management or road closures not included; tree size and distance of lift; 80 tonne crane 25 - 30 cm; max 40 m distance each 670.00 30 - 35 cm; max 40 m distance each 827.00 35 - 40 cm; max 40 m distance each 1300.00 55 - 60 cm; max 33 m distance each 2226.00 80 - 90 cm; max 23 m distance each 7192.00 Managed lift; inclusive of all local authority applications, health and safety, traffic management or road closures all by crane hire company; tree size and distance of lift; 35 tonne crane 25 - 30 cm; max 40 m distance each 679.00 30 - 35 cm; max 40 m distance each 845.00 35 - 40 cm; max 40 m distance each 1320.00 55 - 60 cm; max 33 m distance each 2271.00 80 - 90 cm; max 23 m distance each 7347.00 SHRUBS, GROUNDCOVERS AND BULBS Excavate planting holes 250 x 250 mm x 300 mm deep to area previously ripped and rotavated; excavated material left alongside planting hole By mechanical auger 250 mm centres (16 plants per m2) m211.00 300 mm centres (11.11 plants per m2) m2 8.00 400 mm centres (6.26 plants per m2) m2 5.00 450 mm centres (4.93 plants per m2) m2 4.00 500 mm centres (4 plants per m2) m2 3.00 600 mm centres (2.77 plants per m2) m2 2.00 750 mm centres (1.77 plants per m2) m2 2.00 900 mm centres (1.23 plants per m2) m2 1.00 1.00 m centres (1 plants per m2) m2 1.00 1.50 m centres (0.44 plants per m2) m2 1.00

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SHRUBS, GROUNDCOVERS AND BULBS - cont’d As above but excavation by hand 250 mm centres (16 plants per m2) m2 11.00 300 mm centres (11.11 plants per m2) m2 8.00 400 mm centres (6.26 plants per m2) m2 5.00 450 mm centres (4.93 plants per m2) m24.00 500 mm centres (4 plants per m2) m23.00 600 mm centres (2.77 plants per m2) m22.00 750 mm centres (1.77 plants per m2) m2 2.00 900 mm centres (1.23 plants per m2) m2 1.00 1.00 m centres (1 plants per m2) m2 1.00 1.50 m centres (0.44 plants per m2) m2 1.00 Clear light vegetation from planting area and remove to dump on site, dig planting holes, plant whips with roots well spread out, backfill with excavated topsoil, including one 38 x 38 treated softwood stake, two tree ties, and mesh guard 1.20 m high; planting matrix 1.5 m x 1.5 m; allow for beating up once at 10% of original planting, cleaning and weeding round whips once, applying weedkiller once at 35 gm/m², applying fertilizer once at 35 gm/m², using the following mix of whips, bare rooted Plant bare root plants average price £0.27 each to a required matrix plant mix as above 100 m² 251.00 Plant bare root plants average price £0.75 each to a required matrix plant mix as above 100 m² 261.00 Cultivate and grade shrub bed; bring top 300 mm of topsoil to a fine tilth, incorporating mushroom compost at 50 mm and Enmag slow release fertilizer; rake and bring to given levels; remove all stones and debris over 50 mm; dig planting holes average 300 x 300 x 300 mm deep; supply and plant specified shrubs in quantities as shown below; backfill with excavated material as above; water to field capacity and mulch 50 mm bark chips 20 - 40 mm size; water and weed regularly for 12 months and replace failed plants Shrubs - 3 L PC £2.80; ground covers - 9 cm PC £1.50 100% shrub area 300 centres 300 mm centres 100 m2 5803.00 400 mm centres 100 m2 3471.00 500 mm centres 100 m22391.00 600 mm centres 100 m21804.00 100% groundcovers 200 mm centres 100 m2 7283.00 300 mm centres 100 m2 3497.00 400 mm centres 100 m2 2175.00 500 mm centres 100 m2 1561.00 Groundcover 30%/shrubs 70% at the distances shown below 200 mm/300 mm 100 m2 6182.00 300 mm/400 mm 100 m2 3448.00 300 mm/500 mm 100 m2 2711.00 400 mm/500 mm 100 m2 2306.00 Groundcover 50%/shrubs 50% at the distances shown below 200mm/300 mm 100 m2 6548.00 300 mm/400 mm 100 m2 3480.00 300 mm/500 mm 100 m2 2952.00 400 mm/500 mm 100 m22277.00 Cultivate ground by machine and rake to level; plant bulbs as shown; bulbs PC £25.00/100 15 bulbs per m² 100 m² 661.00 25 bulbs per m² 100 m² 1081.00 50 bulbs per m² 100 m² 2132.00

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Cultivate ground by machine and rake to level; plant bulbs as shown; bulbs PC £13.00/100 15 bulbs per m² 100 m² 459.00 25 bulbs per m² 100 m² 745.00 50 bulbs per m² 100 m² 1461.00 Form holes in grass areas and plant bulbs using bulb planter, backfill with organic manure and turf plug; bulbs PC £13.00/100 15 bulbs per m² 100 m² 664.00 25 bulbs per m² 100 m² 1107.00 50 bulbs per m² 100 m² 2213.00 BEDDING Spray surface with glyphosate; lift and dispose of turf when herbicide action is complete; cultivate new area for bedding plants to 400 mm deep; spread compost 100 deep and chemical fertilizer "Enmag" and rake to fine tilth to receive new bedding plants; remove all arisings to skip Existing turf area disposal to skip 100 m2 599.00 disposal to compost area on site; distance 25 m 100 m2 598.00 Plant bedding to existing planting area; bedding planting PC £0.25 each Clear existing bedding; cultivate soil to 230 mm deep; incorporate compost 75 mm and rake to fine tilth; collect bedding from nursery and plant at 100 mm ccs; irrigate on completion; maintain weekly for 12 weeks mass planted 100 mm ccs m2 33.00 to patterns; 100 mm ccs m2 37.00 mass planted 150 mm ccs m2 20.00 to patterns; 150 mm ccs m2 23.00 mass planted 200 mm ccs m2 20.00 to patterns; 200 mm ccs m2 23.00 Extra for watering by hand held hose pipe Flow rate 25 litres/minute 10 litres/m2 100 m2 0.12 15 litres/m2 100 m2 0.17 20 litres/m2 100 m20.23 25 litres/m2 100 m20.29 Flow rate 40 litres/minute 10 litres/m2 100 m2 0.07 15 litres/m2 100 m2 0.11 20 litres/m2 100 m2 0.14 25 litres/m2 100 m2 0.18 PLANTING PLANTERS To brick planter, coat insides with 2 coats RIW liquid asphaltic composition; fill with 50 mm shingle and cover with geofabric; fill with screened topsoil incorporating 25% Topgrow compost and Enmag Planters 1.00 m deep 1.00 x 1.00 each 120.00 1.00 x 2.00 each 192.00 1.00 x 3.00 each 274.00 Planters 1.50 m deep 1.00 x 1.00 each 166.00 1.00 x 2.00 each 253.00 1.00 x 3.00 each 410.00

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PLANTING PLANTERS - cont’d Container planting; fill with 50 mm shingle and cover with geofabric; fill with screened topsoil incorporating 25% Topgrow compost and Enmag Planters 1.00 m deep 400 x 400 x 400 mm deep each 9.00 400 x 400 x 600 mm deep each 20.00 1.00 x 400 wide x 400 deep each 19.00 1.00 x 600 wide x 600 deep each 31.00 1.00 x 100 wide x 400 deep each 32.00 1.00 x 100 wide x 600 deep each 47.00 1.00 x 100 wide x 1.00 deep each 76.00 1.00 m diameter x 400 deep each 26.00 1.00 m diameter x 1.00 m deep each 61.00 2.00 m diameter x 1.00 m deep each 236.00

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LANDSCAPE MAINTENANCE MAINTENANCE OF GRASSED AREAS Maintenance executed as part of a landscape construction contract Grass cutting Grass cutting; fine turf, using pedestrian guided machinery; arisings boxed and disposed of off site per occasion 100 m² 6.00 per annum 26 cuts m² 2.00 per annum 18 cuts m² 2.00 Grass cutting; standard turf, using self propelled 3 gang machinery per occasion 100 m² 1.00 per annum 26 cuts m² 1.00 per annum 18 cuts m² 1.00 Maintenance for one year; recreation areas, parks, amenity grass areas, using tractor drawn machinery per occasion ha 30.00 per annum 26 cuts ha 763.00 per annum 18 cuts ha 528.00 Aeration of turfed areas Aerate ground with spiked aerator; apply spring/summer fertilizer once; apply autumn/winter fertilizer once; cut grass, 16 cuts; sweep up leaves twice as part of a landscape contract, defects liability ha 1604.00 as part of a long - term maintenance contract ha 1266.00 PLANTED AREA MAINTENANCE Vegetation control; native planting - roadside railway or forestry planted areas Post planting maintenance; control of weeds and grass; herbicide spray applications; maintain weed free circles 1.00 m diameter to planting less than 5 years old in roadside, rail or forestry planting environments and the like; strim grass to 50 - 75 mm; prices per occasion (3 applications of each operation normally required) Knapsack spray application; glyphosate; planting at 1.50 mm centres ha 1010.00 1.75 mm centres ha 908.00 2.00 mm centres ha 884.00 Maintain planted areas; control of weeds and grass; maintain weed free circles 1.00 m diameter to planting less than 5 years old in roadside, rail or forestry planting environments and the like; strim surrounding grass to 50 - 75 mm; prices per occasion (3 applications of each operation normally required) Herbicide spray applications; CDA (controlled droplet application) glyphosate and strimming; plants planted at the following centres 1.50 mm centres ha 944.00 1.75 mm centres ha 908.00 2.00 mm centres ha 884.00 Post planting maintenance; control of weeds and grass; herbicide spray applications; CDA (controlled droplet application); "Xanadu" glyphosate/diuron; maintain weed free circles 1.00 m diameter to planting less than 5 years old in roadside, rail or forestry planting environments and the like; strim grass to 50 - 75 mm; prices per occasion (1.5 applications of herbicide and 3 strim operations normally required) Plants planted at the following centres 1.50 mm centres ha 916.00 1.75 mm centres ha 887.00 2.00 mm centres ha 875.00

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PLANTED AREA MAINTENANCE - cont’d Ornamental shrub beds Hand weed ornamental shrub bed during the growing season; planting less than 2 years old Mulched beds; weekly visits; planting centres 600 ccs 100 m210.00 400 ccs 100 m212.00 300 ccs 100 m215.00 ground covers 100 m2 19.00 Mulched beds; monthly visits; planting centres 600 ccs 100 m2 15.00 400 ccs 100 m2 19.00 300 ccs 100 m2 23.00 ground covers 100 m2 29.00 Non-mulched beds; weekly visits; planting centres 600 ccs 100 m2 15.00 400 ccs 100 m2 15.00 300 ccs 100 m2 29.00 ground covers 100 m2 38.00 Non-mulched beds; monthly visits; planting centres 600 ccs 100 m2 19.00 400 ccs 100 m223.00 300 ccs 100 m229.00 ground covers 100 m2 47.00 Remulch planting bed at the start of the planting season; top up mulch 25 mm thick; Melcourt Ltd Larger areas maximum distance 25 m; 80 m3 loads ornamental bark mulch 100 m2 132.00 Melcourt bark nuggets 100 m2 117.00 amenity bark 100 m2 91.00 forest biomulch 100 m2 81.00 Smaller areas; maximum distance 25 m; 25 m3 loads ornamental bark mulch 100 m2 165.00 Melcourt bark nuggets 100 m2 149.00 amenity bark 100 m2 123.00 forest biomulch 100 m2 113.00

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FENCING TEMPORARY FENCING Site fencing; supply and erect temporary protective fencing and remove at completion of works Cleft chestnut paling 1.20 m high 75 larch posts at 3 m centres 100 m 663.00 1.50 m high 75 larch posts at 3 m centres 100 m 845.00 "Heras" fencing 2 week hire period 100 m 733.00 4 week hire period 100 m 1013.00 8 week hire period 100 m 1573.00 12 week hire period 100 m 2133.00 16 week hire period 100 m 2693.00 24 week hire period 100 m 3813.00 CHAIN LINK AND WIRE FENCING Chain link fencing; supply and erect chain link fencing; form post holes and erect concrete posts and straining posts with struts at 50 m centres all set in 1:3:6 concrete; fix line wires 3 mm galvanised wire 50 mm chainlink fencing 900 mm high m 21.00 1200 mm high m 25.00 1800 mm high m 32.00 Plastic coated 3.15 gauge galvanised wire mesh 900 mm high m 21.00 1200 mm high m 23.00 1800 mm high m 33.00 Extra for additional concrete straining posts with 1 strut set in concrete 900 high each 62.00 1200 high each 65.00 1800 high each 72.00 Extra for additional concrete straining posts with 2 struts set in concrete 900 high each 89.00 1200 high each 91.00 1800 high each 110.05 Extra for additional angle iron straining posts with 2 struts set in concrete 900 high each 54.00 1200 high each 59.80 1400 high each 69.40 1800 high each 71.20 2400 high each 77.80

TIMBER FENCING Clear fenceline of existing evergreen shrubs 3 m high average; grub out roots, by machine chip on site and remove off site; erect close boarded timber fence in treated softwood, pales 100 x 22 mm lapped, 150 x 22 gravel boards Concrete posts 100 x 100 at 3.0 m centres set into ground in 1:3:6 concrete 900 mm high m 74.00 1500 mm high m 78.00 1800 mm high m 84.00 As above but with softwood posts; 3 no arris rails 1350 mm high m 76.00 1650 mm high m 83.00 1800 mm high m 84.00

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TIMBER FENCING - cont’d Erect chestnut pale fencing, cleft chestnut pales, two lines galvanised wire, galvanised tying wire, treated softwood posts at 3.0 m centres and straining posts and struts at 50 m centres driven into firm ground 900 high, posts 75 dia. x 1200 long m 5.00 1200 high, posts 75 dia. x 1500 long m 7.00

Construct timber rail, horizontal hit and miss type, rails 150 x 25, posts 100 x 100 at 1.8 m centres, twice stained with coloured wood preservative, including excavation for posts and concreting into ground (C7P) In treated softwood 1800 mm high m 59.00 Construct cleft oak rail fence, with rails 300 mm minimum girth tennoned both ends; 125 x 100 mm treated softwood posts double mortised for rails; corner posts 125 x 125 mm, driven into firm ground at 2.5 m centres 3 rails m 27.00 4 rails m 31.00 DEER STOCK RABBIT FENCING Construct rabbit-stop fencing; erect galvanised wire netting, mesh 31, 900 above ground, 150 below ground turned out and buried, on 75 dia. treated timber posts 1.8 m long driven 700 into firm ground at 4.0 m centres; netting clipped to top and bottom straining wires 2.63 mm diameter; straining post 150 mm dia. x 2.3 m long driven into firm ground at 50 m intervals Turned in 150 mm 100 m 927.00 Buried 150 mm 100 m 1010.00 Deer fence Construct deer-stop fencing, erect 5 no. 4 dia. plain galvanised wires and 5 no. 2 ply galvanised barbed wires at 150 spacing, on 45 x 45 x 5mm angle iron posts 2.4 m long driven into firm ground at 3.0 m centres, driven into firm ground at 3.0 m centres, with timber droppers 25 x 38 x 1.0 m long at 1.5 m centres 100 m 1338.00 Forestry fencing Supply and erect forestry fencing of three lines of 3 mm plain galvanised wire tied to 1700 x 65 mm dia. angle iron posts at 2750 m centres with 1850 x 100 mm dia. straining posts and 1600 x 80 mm dia. struts at 50.0 m centres driven into firm ground 1800 high; 3 wires 100 m 756.30 1800 high; 3 wires including cattle fencing 100 m 1022.00 CONCRETE FENCING Supply and erect precast concrete post and panel fence in 2 m bays, panels to be shiplap profile, aggregate faced one side, posts set 600 mm in ground in concrete 1500 mm high m 26.00 1800 mm high m 31.00 2100 mm high m 35.00

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SECURITY FENCING Supply and erect chainlink fence, 51 mm x 3 mm mesh, with line wires and stretcher bars bolted to concrete posts at 3.0 m centres and straining posts at 10 m centres; posts set in concrete 450 x 450 x 33% of height of post deep; fit straight extension arms of 45 x 45 x 5 mm steel angle with three lines of barbed wire and droppers; all metalwork to be factory hot-dip galvanised for painting on site Galvanised 3 mm mesh 900 high m 25.00 1200 high m 30.00 1800 high m 38.00 As above but with PVC coated 3.15 mm mesh (diameter of wire 2.5 mm) 900 high m 25.00 1200 high m 28.00 1800 high m 39.00 Add to fences above for base of fence to be fixed with hairpin staples cast into concrete ground beam 1:3:6 site mixed concrete; mechanical excavation disposal to on site spoil heaps 125 x 225 mm deep m 6.00 Add to fences above for straight extension arms of 45 x 45 x 5 mm steel angle with three lines of barbed wire and droppers m 4.00 Supply and erect palisade security fence Jacksons "Barbican" 2500 mm high with rectangular hollow section steel pales at 150 mm centres on three 50 x 50 x 6 mm rails; rails bolted to 80 x 60 mm posts set in concrete 450 x 450 x 750 mm deep at 2750 mm centres, tops of pales to points and set at 45 degree angle; all metalwork to be hot-dip factory galvanised for painting on site m 110.00 Supply and erect single gate to match above complete with welded hinges and lock 1000 mm wide each 969.00 4.0 m wide each 1050.00 8.0 m wide pair 2122.00 Supply and erect Orsogril proprietary welded steel mesh panel fencing on steel posts set 750 mm deep in concrete foundations 600 x 600 mm; supply and erect proprietary single gate 2.0 m wide to match fencing 930 high 100 m 11800.00 1326 high 100 m 15100.00 1722 high 100 m 19800.00 RAILINGS Conservation of historic railings; Eura Conservation Ltd Remove railings to workshop off site; shotblast and repair mildly damaged railings; remove rust and paint with 3 coats; transport back to site and re-erect railings with finials 1.80 m high m 500.00 railings ornate cast or wrought iron m 800.00 Supply and erect mild steel bar railing of 19 mm balusters at 115 mm centres welded to mild steel top and bottom rails 40 x 10; bays 2.0 m long, bolted to 51 x 51 ms hollow section posts set in C15P concrete; all metal work galvanised after fabrication 900 mm high m 75.00 1200 mm high m 97.00 1500 mm high m 110.00 Supply and erect mild steel pedestrian guard rail Class A to BS 3049; rails to be Rectangular hollow sealed section 50 x 30 x 2.5 mm, vertical support 25 x 19 mm central between intermediate and top rail; posts to be set 300 mm into paving base; all components factory welded and factory primed for painting on site panels 1000 mm high x 2000 mm wide with 150 mm toe space and 200 mm visibility gap at top; m 89.00

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BALLSTOP FENCING Supply and erect plastic coated 30 x 30 mm netting fixed to 60.3 diameter 12 mm solid bar lattice galvanised dual posts; top, middle and bottom rails with 3 horizontal rails on 60.3 mm dia. nylon coated tubular steel posts at 3.0 m centres and 60.3 mm dia. straining posts with struts at 50 m centres set 750 mm into FND2 concrete footings 300 x 300 x 600 mm deep; include framed chain link gate 900 x 1800 mm high to match complete with hinges and locking latch 4500 high 100 m 9551.00 5000 high 100 m 12050.00 6000 high 100 m 13420.00

CATTLE GRID Cattle Grid Excavate pit 4.0 m x 3.0 m x 500; dispose of spoil on site; lay concrete base (C7P) 100 thick on 150 hardcore; excavate trench and lay 100 dia. clay agricultural drain outlet; form concrete sides to pit 150 thick (C15P) including all formwork; construct supporting walls one brick thick in engineering brick laid in cement mortar (1:3) at 400 mm centres; install cattle grid by Jacksons Fencing; erect side panels on steel posts set in concrete (1:3:6); erect 2 nr warning signs standard DoT pattern 3.66 x 2.55 m each 2178.00 Erect stock gate, ms tubular field gate, diamond braced 1.8 m high hung on tubular steel posts set in concrete (C7P), complete with ironmongery, all galvanised Width 3.00 m each 315.00 Width 4.20 m each 343.00 RAILS Steel trip rail Erect trip rail of galvanised steel tube 38 internal dia. with sleeved joint fixed to 38 dia. steel posts as above 700 long, set in C7P concrete at 1.20 m centres; metalwork primed and painted two coats metal preservative paint m 118.00 Birdsmouth fencing; timber 600 high m 20.00 900 high m 21.00

Item Excluding site overheads and profit

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STREET FURNITURE BENCHES, SEATS AND BOLLARDS Bollards and access restriction Supply and install powder coated steel parking posts and bases to specified colour; fold down top locking type, complete with keys and instructions; posts and bases set in concrete footing 200 x 200 x 300 mm deep each 179.00 Supply and install 10 no. cast iron "Doric" bollards 920 mm high above ground x 170 dia. bedded in concrete base 400 dia. x 400 mm deep 10 nr 1502.00 Benches and seating In grassed area excavate for base 2500 x 1575 mm and lay 100 mm hardcore, 100 mm concrete, brick pavers in stack bond bedded in 25 mm cement:lime:sand mortar; supply and fix where shown on drawing proprietary seat, hardwood slats on black powder coated steel frame, bolted down with 4 no. 24 x 90 mm recessed hex-head stainless steel anchor bolts set into concrete set 1182.00 Cycle stand Supply and fix cycle stand 1250 m long x 550 mm long of 60.3 mm black powder coated hollow steel sections to BS 4948:Part 2, one-piece with rounded top corners, set 250 mm into paving each 295.00 Street planters Supply and locate in position precast concrete planters; fill with topsoil placed over 50 mm shingle and terram; plant with assorted 5 litre and 3 litre shrubs at to provide instant effect 970 diameter x 470 high; white exposed aggregate finish each 40.00

Item Excluding site overheads and profit

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DRAINAGE SURFACE WATER DRAINAGE Clay gully Excavate hole; supply and set in concrete (C10P) vitrified clay trapped mud (dirt) gully with rodding eye to BS 65, complete with galvanised bucket and cast iron hinged locking grate and frame, flexible joint to pipe; connect to drainage system with flexible joints each 204.00 Concrete road gully Excavate hole and lay 100 concrete base (1:3:6) 150 x150 to suit given invert level of drain; supply and connect trapped precast concrete road gully 450 dia x 1.07 m deep with 160 outlet to BS 5911; set in concrete surround; connect to vitrified clay drainage system with flexible joints; supply and fix straight bar dished top cast iron grating and frame; bedded in cement:sand mortar (1:3) each 348.00 Gullies PVC-u Excavate hole and lay 100 concrete (C20P) base 150 x 150 to suit given invert level of drain; connect to drainage system; backfill with DoT Type 1 granular fill; install gully; complete with cast iron grate and frame trapped PVC-u gully each 89.00 bottle gully 228 x 228 x 317 deep each 74.00 bottle gully 228 x 228 x 642 deep each 88.00 yard gully 300 dia. x 600 deep each 247.00 Inspection chambers; brick manhole; excavate pit for inspection chamber including earthwork support and disposal of spoil to dump on site not exceeding 100 m; lay concrete (1:2:4) base 1500 dia. x 200 thick; 110 vitrified clay channels; benching in concrete (1:3:6) allowing one outlet and two inlets for 110 dia pipe; construct inspection chamber 1 brick thick walls of engineering brick Class B; backfill with excavated material; complete with 2 no. cast iron step irons 1200 x 1200 x 1200 mm cover slab of precast concrete each 909.00 access cover; Group 2; 600 x 450 mm each 907.00 1200 x 1200 x 1500 mm access cover; Group 2; 600 x 450 mm each 1078.00 recessed cover 5 tonne load; 600 x 450 mm; filled with block paviors each 1273.00 Cast iron inspection chamber Excavate pit for inspection chamber; supply and install cast iron inspection chamber unit; bedded in Type 1 granular material 650 mm deep; 100 x 150 mm; one branch each side each 285.00 Interceptor trap Supply and fix vitrified clay interceptor trap 100 mm inlet, 100 mm outlet; to manhole bedded in 10 aggregate concrete (C10P), complete with brass stopper and chain each 152.00 Connect to drainage system with flexible joints each 25.00 Pipe laying Excavate trench by excavator 600 deep; lay Type 2 bedding; backfill to 150 mm above pipe with gravel rejects; lay non woven geofabric and fill with topsoil to ground level 160 PVC-U drainpipe 100 m 2436.00 110 PVC-U drainpipe 100 m 1508.00 150 vitrified clay 100 m 2220.00 100 vitrified clay 100 m 1593.00 Linear drainage to design sensitive areas Excavate trench by machine; lay Aco Brickslot channel drain on concrete base and surround to falls; all to manufacturers specifications; paving surround to both sides of channel m 151.70

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Linear drainage to pedestrian area Excavate trench by machine; lay Aco Multidrain MD polymer concrete channel drain on concrete base and surround to falls; all to manufacturers specifications; paving surround to channel with brick paving PC £300.00/1000 "Brickslot" galvanised grating; paving to both sides m 151.70 "Brickslot" stainless steel grating; paving to both sides m 237.36 slotted galvanised steel grating; paving surround to one side of channel m 132.51 Excavate trench by machine; lay Aco Multidrain PPD recycled polypropylene channel drain on concrete base and surround to falls; all to manufacturers specifications; paving surround to channel with brick paving PC £300.00/1000 “Heelguard" composite black; paving surround to both sides of channel m 132.51 Linear drainage to light vehicular area Excavate trench by machine; lay Aco Multidrain PPD recycled polypropylene channel drain on concrete base and surround to falls; all to manufacturers specifications; paving surround to channel with brick paving PC £300.00/1000 “Heelguard" composite black; paving surround to both sides of channel m 135.20 ductile iron; paving surround to both sides of channel m 177.40 Accessories for channel drain Sump unit with sediment bucket nr 140.20 End cap; inlet/outlet nr 16.92 AGRICULTURAL DRAINAGE Excavate and form ditch and bank with 45 degree sides in light to medium soils; all widths taken at bottom of ditch 300 wide x 600 deep 100 m 110.00 600 wide x 900 deep 100 m 133.00 1.20 m wide x 900 deep 100 m 735.00 1.50 m wide x 1.20 m deep 100 m 1238.00 Clear and bottom existing ditch average 1.50 m deep, trim back vegetation and remove debris to licensed tip not exceeding 13 km, lay jointed concrete pipes; to BS 5911 pt.1 class S; including bedding, haunching and topping with 150 mm concrete; 11.50 N/mm2 - 40 mm aggregate; backfill with approved spoil from site Pipes 300 dia. 100 m 5933.00 Pipes 450 dia. 100 m 7538.00 Pipes 600 dia. 100 m 10060.00 Clay land drain Excavate trench by excavator to 450 deep; lay 100 vitrified clay drain with butt joints, bedding Class B; backfill with excavated material screened to remove stones over 40, backfill to be laid in layers not exceeding 150; top with 150 mm topsoil remove surplus material to approved dump on site not exceeding 100 m; final level of fill to allow for settlement 100 m 1437.00 SUB SOIL DRAINAGE; BY MACHINE Main drain; remove 150 topsoil and deposit alongside trench, excavate drain trench by machine and lay flexible perforated drain, lay bed of gravel rejects 100 mm; backfill with gravel rejects or similar to within 150 of finished ground level; complete fill with topsoil; remove surplus spoil to approved dump on site Main drain 160 mm supplied in 35 m lengths 450 mm deep 100 m 663.00 600 mm deep 100 m 781.00 900 mm deep 100 m 1352.00 Extra for couplings each 3.00

Item Excluding site overheads and profit

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SUB SOIL DRAINAGE; BY MACHINE - cont’d As above but with 100 mm main drain supplied in 100 m lengths 450 mm deep 100 m 954.00 600 mm deep 100 m 1265.00 900 mm deep 100 m 2072.00 Extra for couplings each 2.00 Laterals to mains above; herringbone pattern; excavation and backfilling as above; inclusive of connecting lateral to main drain 160 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 663.00 laterals at 2.0 m centres 100 m² 332.00 laterals at 3.0 m centres 100 m² 219.00 laterals at 5.0 m centres 100 m² 133.00 laterals at 10.0 m centres 100 m² 67.00 160 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 781.00 laterals at 2.0 m centres 100 m² 391.00 laterals at 3.0 m centres 100 m² 258.00 laterals at 5.0 m centres 100 m² 157.00 laterals at 10.0 m centres 100 m² 79.00 160 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 1352.00 laterals at 2.0 m centres 100 m² 676.00 laterals at 3.0 m centres 100 m² 447.00 laterals at 5.0 m centres 100 m² 271.00 laterals at 10.0 m centres 100 m² 136.00 Extra for 160/160 mm couplings connecting laterals to main drain laterals at 1.0 m centres 10 m 86.00 laterals at 2.0 m centres 10 m 43.00 laterals at 3.0 m centres 10 m 29.00 laterals at 5.0 m centres 10 m 18.00 laterals at 10.0 m centres 10 m 9.00 100 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 954.00 laterals at 2.0 m centres 100 m² 477.00 laterals at 3.0 m centres 100 m² 315.00 laterals at 5.0 m centres 100 m² 191.00 laterals at 10.0 m centres 100 m² 96.00 100 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 1265.00 laterals at 2.0 m centres 100 m² 633.00 laterals at 3.0 m centres 100 m² 418.00 laterals at 5.0 m centres 100 m² 253.00 laterals at 10.0 m centres 100 m² 127.00 100 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 2072.00 laterals at 2.0 m centres 100 m² 1040.00 laterals at 3.0 m centres 100 m² 684.00 laterals at 5.0 m centres 100 m² 415.00 laterals at 10.0 m centres 100 m² 208.00 80 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 914.00 laterals at 2.0 m centres 100 m² 457.00 laterals at 3.0 m centres 100 m² 302.00 laterals at 5.0 m centres 100 m² 183.00 laterals at 10.0 m centres 100 m² 92.00 80 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 1225.00 laterals at 2.0 m centres 100 m² 613.00 laterals at 3.0 m centres 100 m² 404.00 laterals at 5.0 m centres 100 m² 245.00 laterals at 10.0 m centres 100 m² 123.00 80 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 2031.00 laterals at 2.0 m centres 100 m² 1020.00 laterals at 3.0 m centres 100 m² 671.00 laterals at 5.0 m centres 100 m² 407.00 laterals at 10.0 m centres 100 m² 204.00

Item Excluding site overheads and profit

Unit

Total rate £

Extra for 100/80 mm junctions connecting laterals to main drain laterals at 1.0 m centres 10 m 40.00 laterals at 2.0 m centres 10 m 20.00 laterals at 3.0 m centres 10 m 20.00 laterals at 5.0 m centres 10 m 8.00 laterals at 10.0 m centres 10 m 4.00 SUB SOIL DRAINAGE; BY HAND Main drain; remove 150 topsoil and deposit alongside trench; excavate drain trench by machine and lay flexible perforated drain; lay bed of gravel rejects 100 mm; backfill with gravel rejects or similar to within 150 of finished ground level; complete fill with topsoil; remove surplus spoil to approved dump on site Main drain 160 mm supplied in 35 m lengths 450 mm deep 100 m 1910.00 600 mm deep 100 m 2412.00 900 mm deep 100 m 3266.00 Extra for couplings each 3.00 As above but with 100 mm main drain supplied in 100 m lengths 450 mm deep 100 m 1258.00 600 mm deep 100 m 1606.00 900 mm deep 100 m 2273.00 Extra for couplings each 2.00 Laterals to mains above; herringbone pattern; excavation and backfilling as above; inclusive of connecting lateral to main drain 160 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 1910.00 laterals at 2.0 m centres 100 m² 955.00 laterals at 3.0 m centres 100 m² 631.00 laterals at 5.0 m centres 100 m² 382.00 laterals at 10.0 m centres 100 m² 191.00 160 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 2412.00 laterals at 2.0 m centres 100 m² 1206.00 laterals at 3.0 m centres 100 m² 796.00 laterals at 5.0 m centres 100 m² 483.00 laterals at 10.0 m centres 100 m² 242.00 160 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 3266.00 laterals at 2.0 m centres 100 m² 1633.00 laterals at 3.0 m centres 100 m² 1080.00 laterals at 5.0 m centres 100 m² 654.00 laterals at 10.0 m centres 100 m² 327.00 Extra for 160/160 mm couplings connecting laterals to main drain laterals at 1.0 m centres 10 m 86.00 laterals at 2.0 m centres 10 m 43.00 laterals at 3.0 m centres 10 m 29.00 laterals at 5.0 m centres 10 m 18.00 laterals at 10.0 m centres 10 m 9.00 100 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 1258.00 laterals at 2.0 m centres 100 m² 629.00 laterals at 3.0 m centres 100 m² 415.00 laterals at 5.0 m centres 100 m² 252.00 laterals at 10 m centres 100 m² 126.00 100 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 1606.00 laterals at 2.0 m centres 100 m² 803.00 laterals at 3.0 m centres 100 m² 530.00 laterals at 5.0 m centres 100 m² 322.00 laterals at 10.0 m centres 100 m² 161.00

Item Excluding site overheads and profit

Unit

Total rate £

SUB SOIL DRAINAGE; BY HAND - cont’d Laterals to mains above; herringbone pattern etc - cont’d 100 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 2273.00 laterals at 2.0 m centres 100 m² 1140.00 laterals at 3.0 m centres 100 m² 750.00 laterals at 5.0 m centres 100 m² 455.00 laterals at 10.0 m centres 100 m² 228.00 80 mm pipe to 450 mm deep trench laterals at 1.0 m centres 100 m² 1217.00 laterals at 2.0 m centres 100 m² 609.00 laterals at 3.0 m centres 100 m² 402.00 laterals at 5.0 m centres 100 m² 244.00 laterals at 10.0 m centres 100 m² 122.00 80 mm pipe to 600 mm deep trench laterals at 1.0 m centres 100 m² 1565.00 laterals at 2.0 m centres 100 m² 783.00 laterals at 3.0 m centres 100 m² 517.00 laterals at 5.0 m centres 100 m² 313.00 laterals at 10.0 m centres 100 m² 157.00 80 mm pipe to 900 mm deep trench laterals at 1.0 m centres 100 m² 2232.00 laterals at 2.0 m centres 100 m² 1120.00 laterals at 3.0 m centres 100 m² 737.00 laterals at 5.0 m centres 100 m² 447.00 laterals at 10.0 m centres 100 m² 224.00 Extra for 100/80 mm couplings connecting laterals to main drain laterals at 1.0 m centres 10 m 40.00 laterals at 2.0 m centres 10 m 20.00 laterals at 3.0 m centres 10 m 20.00 laterals at 5.0 m centres 10 m 8.00 laterals at 10.0 m centres 10 m 4.00 SOAKAWAYS Construct soakaway from perforated concrete rings; excavation, casting in situ concrete ring beam base; filling with gravel 250 mm deep; placing perforated concrete rings; surrounding with geofabric and backfilling with 250 mm granular surround and excavated material; step irons and cover slab; inclusive of all earthwork retention and disposal offsite of surplus material 900 mm diameter 1.00 m deep nr 503.00 2.00 m deep nr 823.00 1200 mm diameter 1.00 m deep nr 675.00 2.00 m deep nr 1120.00 2400 mm diameter 1.00 m deep nr 1712.00 2.00 m deep nr 2841.00

Item Excluding site overheads and profit

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IRRIGATION LANDSCAPE IRRIGATION Automatic irrigation; Revaho UK Ltd Large garden consisting of 24 stations; 7000 m2 irrigated area turf only nr 12000.00 70/30% - turf/shrub beds nr 14000.00 Medium sized garden consisting of 12 stations; 3500 m2 irrigated area turf only nr 7800.00 70/30% - turf/shrub beds nr 11000.00 Medium sized garden consisting of 6 stations of irrigated area; 1000 m2 turf only nr 5200.00 70/30% - turf/shrub beds nr 5900.00 50/50% - turf/shrub beds nr 6400.00 Leaky pipe irrigation; Leaky Pipe Ltd Works by machine; main supply and connection to laterals; excavate trench for main or ring main 450 mm deep; supply and lay pipe; backfill and lightly compact trench 20 mm LDPE 100 m 467.00 16 mm LDPE 100 m 430.00 Works by hand; main supply and connection to laterals; excavate trench for main or ring main 450 mm deep; supply and lay pipe; backfill and lightly compact trench 20 mm LDPE 100 m 1361.00 16 mm LDPE 100 m 1324.00 Turf area irrigation; laterals to mains; to cultivated soil; excavate trench 150 deep using hoe or mattock; lay moisture leaking pipe laid 150 mm below ground at centres of 350 mm low leak 100 m² 623.00 high leak 100 m² 560.00 Landscape area irrigation; laterals to mains; moisture leaking pipe laid to the surface of irrigated areas at 600 mm centres low leak 100 m² 329.00 high leak 100 m² 292.00 Landscape area irrigation; laterals to mains; moisture leaking pipe laid to the surface of irrigated areas at 900 mm centres low leak 100 m² 220.00 high leak 100 m² 195.00 multistation controller each 414.00 solenoid valves connected to automatic controller each 527.00

Item Excluding site overheads and profit

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Total rate £

WATER FEATURES LAKES AND PONDS FAIRWATER LTD Excavate for small pond or lake maximum depth 1.00 m; remove arisings off site; grade and trim to shape; lay 75 mm sharp sand; line with 0.75 mm butyl liner 75 mm sharp sand and geofabric; cover over with sifted topsoil; anchor liner to anchor trench; install balancing tank and automatic top-up system Pond or lake of organic shape 100 m2; perimeter 50 m each 5200.00 250 m2; perimeter 90 m each 8000.00 500 m2; perimeter 130 m each 18248.00 1000 m2; perimeter 175 m each 36252.00 Excavate for lake average depth 1.0 m, allow for bringing to specified levels; reserve topsoil; remove spoil to approved dump on site; remove all stones and debris over 75; lay polythene sheet including welding all joints and seams by specialist; screen and replace topsoil 200 mm thick Prices are for lakes of regular shape 500 micron sheet 1000 m 9692.00 1000 micron sheet 1000 m 11369.00 Extra for removing spoil to tip m³ 20.00 Extra for 25 sand blinding to lake bed 100 m² 115.00 Extra for screening topsoil m² 2.00 Extra for spreading imported topsoil 100 m² 664.00 Plant aquatic plants in lake topsoil Aponogeton distachyum - £280.00/100 100 355.00 Acorus calamus - £196.00/100 100 271.00 Butomus umbellatus - £196.00/100 100 271.00 Typha latifolia - £196.00/100 100 271.00 Nymphaea - £815.00/100 100 890.00 Formal water features Excavate and construct water feature of regular shape; lay 100 hardcore base and 150 concrete 1:2:4 site mixed; line base and vertical face with butyl liner 0.75 micron and construct vertical sides of reinforced blockwork; rendering 2 coats; anchor the liner behind blockwork; install pumps balancing tanks and all connections to mains supply 1.00 x 1.00 x 1.00 m deep nr 2292.00 2.00 x 1.00 x 1.00 m deep nr 2901.00

Item Excluding site overheads and profit

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TIMBER DECKING WYCKHAM-BLACKWELL LTD Timber decking; support structure of timber joists for decking laid on blinded base (measured separately) joists 50 x 150 mm 10 m2361.00 joists 50 x 200 mm 10 m2312.00 joists 50 x 250 mm 10 m2295.00 As above but inclusive of timber decking boards in yellow cedar 142 mm wide x 42 mm thick joists 50 x 150 mm 10 m2 845.00 joists 50 x 200 mm 10 m2 796.00 joists 50 x 250 mm 10 m2 778.00 As above but boards 141 x 26 mm thick joists 50 x 200 mm 10 m2 312.00 joists 50 x 250 mm 10 m2 295.00 As above but decking boards in red cedar 131 mm wide x 42 mm thick joists 50 x 150 mm 10 m2 740.00 joists 50 x 200 mm 10 m2 691.00 joists 50 x 250 mm 10 m2 673.00 Add to all of the above for handrails fixed to posts 100 x 100 x 1370 high square balusters at 100 centres m 72.00 square balusters at 300 centres m 46.00 turned balusters at 100 centres m 91.00 turned balusters at 300 centres m 52.00