ABSTRACT

General purpose pattern; for one brick walls 4.14 0.17 3.27 – 4.14 nr 7.41 Accessories in PVC-u

110mm screwed access cover 15.78 – – – 15.78 nr 15.78 110mm rodding eye 30.52 0.50 9.63 – 34.79 nr 44.42 gully with P traps; 110mm; 154 ×154mm

grating 70.26 1.00 19.25 – 71.97 nr 91.22 Kerbs; to gullies; in one course Class B

engineering bricks; to four sides; rendering in

cement: mortar (1:3); dished to gully gratings 2.32 1.00 19.25 – 3.18 nr 22.43

PC

Excluding site overheads and profit £ hours £ £ £ rate £

CHANNELS

Best quality vitrified clay half section

channels; Hepworth Plc; bedding and

jointing in cement: mortar (1:2)

Channels; straight

100mm 6.37 0.80 15.40 – 9.27 m 24.67 150mm 10.60 1.00 19.25 – 13.50 m 32.75 225mm 23.81 1.35 25.99 – 26.71 m 52.70 300mm 48.87 1.80 34.65 – 51.77 m 86.42

Bends; 15, 30, 45 or 90°

100mm bends 5.74 0.75 14.44 – 7.19 nr 21.63 150mm bends 9.91 0.90 17.32 – 12.09 nr 29.41 225mm bends 38.42 1.20 23.10 – 41.32 nr 64.42 300mm bends 78.32 1.10 21.18 – 81.96 nr 103.14

Best quality vitrified clay channels;

Hepworth Plc; bedding and jointing in

cement: mortar (1:2)

Branch bends; 15, 30, 45 or 90°; left or right

hand

100mm 5.74 0.75 14.44 – 7.19 nr 21.63 150mm 9.91 0.90 17.32 – 12.09 nr 29.41

PIPE LAYING

Excavating trenches; to receive pipes;

grading bottoms to falls; backfilling with

excavated material and compacting;

disposal of surplus material off site;

volumes allow for bedding materials which

are priced separately below

Trenches 300mm wide

depth of pipe 750mm – – – 10.93 2.92 m3 13.85 depth of pipe 900mm – – – 12.49 3.69 m3 16.18 depth of pipe 1.20m – – – 13.11 5.24 m3 18.35 depth of pipe 1.50m – – – 14.57 6.78 m3 21.35 depth of pipe 2.00m – – – 12.34 9.35 m3 21.69

Earthwork support; providing support to

opposing faces of excavation; moving

along as work proceeds

Maximum depth not exceeding 2.00m

distance between opposing faces not

exceeding 2.00m – 0.80 15.40 21.00 – m 36.40

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Excavating trenches; using 3 tonne tracked

excavator; to receive pipes; grading

bottoms; earthwork support; filling with

excavated material to within 150mm of

finished surfaces and compacting;

completing fill with topsoil; disposal of

surplus soil

Services not exceeding 200mm nominal size

average depth of run not exceeding 0.50m 1.51 0.12 2.31 1.05 1.51 m 4.87

average depth of run not exceeding 0.75m 1.51 0.16 3.14 1.44 1.51 m 6.09

average depth of run not exceeding 1.00m 1.51 0.28 5.45 2.50 1.51 m 9.46

average depth of run not exceeding 1.25m 1.26 0.38 7.38 3.37 1.26 m 12.01

Granular beds to trenches; lay granular

material to trenches excavated separately;

to receive pipes (not included)

300mm wide × 100mm thick

reject sand – 0.05 0.96 0.23 3.67 m 4.86 reject gravel – 0.05 0.96 0.23 3.14 m 4.33 shingle 40mm aggregate – 0.05 0.96 0.23 3.50 m 4.69 sharp sand 3.67 0.05 0.96 0.23 3.67 m 4.86

300mm wide × 150mm thick

reject sand – 0.08 1.44 0.34 5.50 m 7.28 reject gravel – 0.08 1.44 0.34 4.71 m 6.49 shingle 40mm aggregate – 0.08 1.44 0.34 5.25 m 7.03 sharp sand 5.50 0.08 1.44 0.34 5.50 m 7.28

Excavating trenches; using 3 tonne tracked

excavator; to receive pipes; grading

bottoms; earthwork support; filling with

imported granular material type 2 and

compacting; disposal of surplus soil

Services not exceeding 200mm nominal size

average depth of run not exceeding 0.50m 1.37 0.09 1.67 0.75 4.46 m 6.88

average depth of run not exceeding 0.75m 2.05 0.11 2.08 0.94 6.68 m 9.70

average depth of run not exceeding 1.00m 2.74 0.14 2.69 1.21 8.91 m 12.81

average depth of run not exceeding 1.25m 3.42 0.23 4.40 2.01 11.14 m 17.55

Excavating trenches; using 3 tonne tracked

excavator; to receive pipes; grading

bottoms; earthwork support; filling with

concrete, ready mixed ST2; disposal of

surplus soil

Services not exceeding 200mm nominal size

average depth of run not exceeding 0.50m 11.67 0.11 2.05 0.36 14.76 m 17.17

average depth of run not exceeding 0.75m 17.50 0.13 2.50 0.45 22.13 m 25.08

average depth of run not exceeding 1.00m 23.34 0.17 3.21 0.60 29.51 m 33.32

average depth of run not exceeding 1.25m 29.18 0.23 4.33 0.90 36.90 m 42.13

PC

Excluding site overheads and profit £ hours £ £ £ rate £

PIPE LAYING – cont

Earthwork support; providing support to

opposing faces of excavation; moving

along as work proceeds

Maximum depth not exceeding 2.00m

trenchbox; distance between opposing

faces not exceeding 2.00m – 0.80 15.40 21.00 – m 36.40 timber; distance between opposing faces

not exceeding 500mm – 0.20 7.70 – 0.03 m 7.73

Clay pipes and fittings; Hepworth Plc;

Supersleve

100mm clay pipes; polypropylene slip

coupling; in trenches (trenches not included)

laid straight 9.40 0.25 4.81 – 12.11 m 16.92 short runs under 3.00m 9.40 0.31 6.02 – 12.11 m 18.13

Extra over 100mm clay pipes for

bends; 15-90°; single socket 12.23 0.25 4.81 – 12.23 nr 17.04 junction; 45 or 90°; double socket 25.77 0.25 4.81 – 25.77 nr 30.58 slip couplings; polypropylene 4.33 0.08 1.60 – 4.33 nr 5.93 gully with P trap; 100mm; 154× 154mm

plastic grating 39.93 1.00 19.25 – 58.76 nr 78.01 150mm clay pipes; polypropylene slip

coupling; in trenches (trenches not included)

laid straight 28.66 0.30 5.78 – 28.66 m 34.44 short runs under 3.00m 28.66 0.60 11.55 – 28.66 m 40.21

Extra over 150mm clay pipes for

bends; 15-90° 16.32 0.28 5.39 – 24.20 nr 29.59 junction; 45 or 90°; 100×150mm 23.98 0.40 7.70 – 39.73 nr 47.43 junction; 45 or 90°; 150×150mm 21.85 0.40 7.70 – 37.60 nr 45.30 slip couplings; polypropylene 7.88 0.05 0.96 – 7.88 nr 8.84 tapered pipe; 100-150mm 24.55 0.50 9.63 – 24.55 nr 34.18 tapered pipe; 150-225mm 63.05 0.50 9.63 – 63.05 nr 72.68 socket adaptor; connection to traditional

pipes and fittings 16.56 0.33 6.35 – 24.44 nr 30.79 Accessories in clay

access pipe; 150mm 61.56 – – – 77.31 nr 77.31 rodding eye; 150mm 58.88 0.50 9.63 – 63.15 nr 72.78 gully with P traps; 150mm; 154 ×154mm

plastic grating 79.97 0.80 15.40 – 89.56 nr 104.96

PVC-u pipes and fittings; Wavin Plastics

Ltd; OsmaDrain

110mm PVC-u pipes; in trenches (trenches

not included)

laid straight 7.67 0.08 1.54 – 7.67 m 9.21 short runs under 3.00m 8.63 0.12 2.31 – 8.63 m 10.94

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Extra over 110mm PVC-u pipes for

bends; short radius 14.94 0.25 4.81 – 14.94 nr 19.75 bends; long radius 27.99 0.25 4.81 – 27.99 nr 32.80 junctions; equal; double socket 17.82 0.25 4.81 – 17.82 nr 22.63 slip couplings 8.64 0.25 4.81 – 8.64 nr 13.45 adaptors to clay 16.84 0.50 9.63 – 16.84 nr 26.47

160mm PVC-u pipes; in trenches (trenches

not included)

laid straight 17.99 0.08 1.54 – 17.99 m 19.53 short runs under 3.00m 34.18 0.12 2.31 – 34.18 m 36.49

Extra over 160mm PVC-u pipes for

socket bend; double; 90 or 45° 56.31 0.20 3.85 – 56.31 nr 60.16 socket bend; double; 15 or 30° 52.65 0.20 3.85 – 52.65 nr 56.50 socket bend; single; 87.5 or 45° 32.02 0.20 3.85 – 32.02 nr 35.87 socket bend; single; 15 or 30° 28.39 0.20 3.85 – 28.39 nr 32.24 bends; short radius 41.97 0.25 4.81 – 56.90 nr 61.71 bends; long radius 109.07 0.25 4.81 – 109.07 nr 113.88 junctions; single 106.23 0.33 6.42 – 106.23 nr 112.65 pipe coupler 20.98 0.05 0.96 – 20.98 nr 21.94 slip couplings PVC-u 10.46 0.05 0.96 – 10.46 nr 11.42 adaptors to clay 45.76 0.50 9.63 – 45.76 nr 55.39 level invert reducer 17.22 0.50 9.63 – 17.22 nr 26.85 spiggot 38.21 0.20 3.85 – 38.21 nr 42.06

GULLIES AND INTERCEPTION TRAPS

Intercepting traps; Hepworth Plc

Vitrified clay; inspection arms; brass stoppers;

iron levers; chains and staples; galvanized;

staples cut and pinned to brickwork; cement:

mortar (1:2) joints to vitrified clay pipes and

channels; bedding and surrounding in

concrete; 11.50N/mm2 – 40mm aggregate; cutting and fitting brickwork; making good

facings

100mm inlet; 100mm outlet 83.33 3.00 57.75 – 93.71 nr 151.46 150mm inlet; 150mm outlet 120.16 2.00 38.50 – 137.61 nr 176.11

Gullies; concrete; FP McCann

Concrete road gullies; trapped; cement: mortar

(1:2) joints to concrete pipes; bedding and

surrounding in concrete; 11.50N/mm2 – 40mm aggregate; 450mm diameter × 1.07m

deep; rodding eye; stoppers 46.00 6.00 115.50 – 67.01 nr 182.51

PC

Excluding site overheads and profit £ hours £ £ £ rate £

GULLIES AND INTERCEPTION TRAPS – cont

Gullies; vitrified clay; Hepworth Plc;

bedding in concrete; 11.50N/mm2 – 40mm aggregate

Yard gullies (mud); trapped; domestic duty (up

to 1 tonne)

100mm outlet; 100mm diameter; 225mm

internal width; 585mm internal depth 108.37 3.50 67.38 – 108.97 nr 176.35 150mm outlet; 100mm diameter; 225mm

internal width; 585mm internal depth 108.37 3.50 67.38 – 108.97 nr 176.35 Yard gullies (mud); trapped; medium duty (up

to 5 tonnes)

100mm outlet; 100mm diameter; 225mm

internal width; 585mm internal depth 153.19 3.50 67.38 – 153.80 nr 221.18 150mm outlet; 100mm diameter; 225mm

internal width; 585mm internal depth 167.85 3.50 67.38 – 168.45 nr 235.83 Combined filter and silt bucket for yard gullies

225mm diameter 39.19 – – – 39.19 nr 39.19 Road gullies; trapped with rodding eye

100mm outlet; 300mm internal diameter;

600mm internal depth – 3.50 67.38 – 104.83 nr 172.21 150mm outlet; 300mm internal diameter;

600mm internal depth 106.73 3.50 67.38 – 107.34 nr 174.72 150mm outlet; 400mm internal diameter;

750mm internal depth 123.78 3.50 67.38 – 124.38 nr 191.76 150mm outlet; 450mm internal diameter;

900mm internal depth 167.47 3.50 67.38 – 168.08 nr 235.46 Hinged gratings and frames for gullies; alloy

193mm for 150mm diameter gully – – – – 25.97 nr 25.97 120× 120mm – – – – 9.23 nr 9.23 150× 150mm – – – – 16.71 nr 16.71 230× 230mm – – – – 30.55 nr 30.55 316× 316mm – – – – 80.98 nr 80.98

Hinged gratings and frames for gullies; cast iron

265mm for 225mm diameter gully – – – – 51.89 nr 51.89 150× 150mm – – – – 16.71 nr 16.71 230× 230mm – – – – 30.55 nr 30.55 316× 316mm – – – – 80.98 nr 80.98

Universal gully trap PVC-u; Wavin Plastics

Ltd; OsmaDrain system; bedding in

concrete; 11.50N/mm2 – 40mm aggregate Universal gully fitting; comprising gully trap only

110mm outlet; 110mm diameter; 205mm

internal depth 12.67 3.50 67.38 – 13.27 nr 80.65 Vertical inlet hopper; c\w plastic grate

272× 183mm 17.02 0.25 4.81 – 17.02 nr 21.83 Sealed access hopper

110× 110mm 40.02 0.25 4.81 – 40.02 nr 44.83

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Universal gully PVC-u; Wavin Plastics Ltd;

OsmaDrain system; accessories to

universal gully trap

Hoppers; backfilling with clean granular

material; tamping; surrounding in lean mix

concrete

plain hopper; with 110mm spigot; 150mm

long 13.92 0.40 7.70 – 14.27 nr 21.97 vertical inlet hopper; with 110mm spigot;

150mm long 17.02 0.40 7.70 – 17.02 nr 24.72 sealed access hopper; with 110mm spigot;

150mm long 40.02 0.40 7.70 – 40.02 nr 47.72 plain hopper; solvent weld to trap 9.50 0.40 7.70 – 9.50 nr 17.20 vertical inlet hopper; solvent wed to trap 16.33 0.40 7.70 – 16.33 nr 24.03 sealed access cover; PVC-u 20.38 0.10 1.93 – 20.38 nr 22.31

Gullies PVC-u; Wavin Plastics Ltd;

OsmaDrain system; bedding in concrete;

11.50N/mm2 – 40mm aggregate Bottle gully; providing access to the drainage

system for cleaning

bottle gully; 228× 228× 317mm deep 33.79 0.50 9.63 – 34.30 nr 43.93 sealed access cover; PVC-u; 217× 217mm 26.27 0.10 1.93 – 26.27 nr 28.20 grating; ductile iron; 215 ×215mm 20.25 0.10 1.93 – 20.25 nr 22.18 bottle gully riser; 325mm 4.36 0.50 9.63 – 5.46 nr 15.09

Yard gully; trapped; 300mm diameter ×

600mm deep; including catchment bucket and

ductile iron cover and frame; medium duty

loading

305mm diameter × 600mm deep 204.90 2.50 48.13 – 208.07 nr 256.20

Kerbs to gullies

One course Class B engineering bricks to four

sides; rendering in cement: mortar (1:3);

dished to gully gratings

150× 150mm 1.38 0.33 6.42 – 1.74 nr 8.16

PC

Excluding site overheads and profit £ hours £ £ £ rate £

LINEAR DRAINAGE

Marshalls Plc; Mini Beany combined kerb

and channel drainage system; to trenches

(not included)

Precast concrete drainage channel base;

185-385mm deep; bedding, jointing and pointing in cement mortar (1:3); on 150mm

deep concrete (ready mixed) foundation;

including haunching with in situ concrete;

11.50N/mm2 – 40mm aggregate one side; channels 250mm wide × 1.00m long

straight; 1.00m long 22.23 1.00 19.25 – 25.67 m 44.92 straight; 500mm long 22.61 1.05 20.21 – 26.05 m 46.26 radial; 30/10 or 9/6 internal or external 20.89 1.33 25.67 – 24.33 m 50.00 angles 45 or 90° 62.33 1.00 19.25 – 65.77 nr 85.02

Mini Beany Top Block; perforated kerb unit to

drainage channel above; natural grey

straight 11.44 0.33 6.42 – 12.72 m 19.14 radial; 30/10 or 9/6 internal or external 14.94 0.50 9.63 – 16.22 m 25.85 angles 45 or 90° 34.80 0.50 9.63 – 36.08 nr 45.71

Mini Beany; outfalls; two section concrete

trapped outfall with Mini Beany cast iron

access cover and frame; to concrete

foundation

high capacity outfalls; silt box 150/225mm

outlet; two section trapped outfall silt box

and cast iron access cover 42.23 1.00 19.25 – 261.02 nr 280.27 inline side or end outlet; outfall 150mm;

2 section concrete trapped outfall; cast iron

Mini Beany access cover and frame 226.08 1.00 19.25 – 226.80 nr 246.05 Ancillaries to Mini Beany

end cap 12.66 0.25 4.81 – 12.66 nr 17.47 end cap outlets 32.90 0.25 4.81 – 32.90 nr 37.71

Precast concrete channels; Charcon Hard

Landscaping; on 150mm deep concrete

foundations; including haunching with in

situ concrete; 21.00N/mm2 – 20mm aggregate; both sides

Charcon Safeticurb; slotted safety channels;

for pedestrians and light vehicles

DBJ; 305 ×305mm 80.03 0.67 12.83 – 96.97 m 109.80 DBA; 250× 250mm 41.20 0.67 12.83 – 58.14 m 70.97

Charcon Safeticurb; slotted safety channels;

for heavy vehicles

DBM; 248× 248mm 73.36 0.80 15.40 – 90.30 m 105.70 Clearway; 324 ×257mm 84.14 0.80 15.40 – 101.08 m 116.48

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Charcon Safeticurb; inspection units; ductile

iron lids; including jointing to drainage

channels

248× 248× 914mm 99.84 1.50 28.88 – 100.84 nr 129.72 Silt box tops; concrete frame; cast iron grid

lids; type 1; set over gully

457× 610mm 447.48 2.00 38.50 – 448.48 nr 486.98 Manhole covers; type K; cast iron; providing

inspection to blocks and back gullies 568.54 2.00 38.50 – 570.97 nr 609.47

Slot and Channel drains

Loadings for slot drains

A15; 1.5 tonne; pedestrian

B125; 12.5 tonne; domestic use

C250; 25 tonne; car parks, supermarkets,

industrial units

D400; 40 tonne; highways

E600; 60 tonne; forklifts

Slot drains; ACO Technologies; laid to

concrete bed C25 on compacted granular

base on 200mm deep concrete bed;

haunched with 200mm concrete surround;

all in 750× 430mm wide trench with

compacted 200mm granular base surround

(excavation and subbase not included)

ACO MultiDrain M100PPD; recycled

polypropylene drainage channel; range of

gratings to complement installations which

require discreet slot drainage

142mm wide × 150mm deep 71.50 1.20 23.10 – 82.34 m 105.44 Accessories for M100PPD

connectors; vertical outlet 110mm 14.65 – – – 14.65 nr 14.65 connectors; vertical outlet 160mm 16.45 – – – 16.45 nr 16.45 sump units; 110mm 130.45 1.50 28.88 – 150.38 nr 179.26 universal gully and bucket;

440× 440× 1315mm deep 762.55 3.00 57.75 – 799.93 nr 857.68

Channel drains; ACO Technologies; ACO

MultiDrain MD polymer concrete channel

drainage system; traditional channel and

grate drainage solution

ACO MultiDrain MD Brickslot; offset

galvanized slot drain grating for M100PPD;

load class C250

brickslot; galvanized steel; 1.00mm 81.75 – – – 81.75 m 81.75 ACO MultiDrain MD Brickslot; offset slot drain

grating; load class C250-400 brickslot; galvanized steel; 1000mm 152.70 1.20 23.10 – 152.70 m 175.80 brickslot; stainless steel; 1000mm 167.10 1.20 23.10 – 334.20 m 357.30

PC

Excluding site overheads and profit £ hours £ £ £ rate £

LINEAR DRAINAGE – cont

Channel drains – cont Accessories for MultiDrain MD

sump unit; complete with sediment bucket

and access unit 130.45 1.00 19.25 – 262.50 nr 281.75 end cap; closing piece 8.50 – – – 8.50 nr 8.50 end cap; inlet/outlet 17.20 – – – 17.20 nr 17.20

ACO Drainlock Gratings for M100PPD and

M100D system

A15 loading

slotted galvanized steel 22.15 0.15 2.89 – 22.15 m 25.04 perforated galvanized steel 30.45 0.15 2.89 – 30.45 m 33.34

C250 loading

Heelguard composite black; 500mm long

with security locking 52.50 – – – 52.50 m 52.50 Intercept; ductile iron; 500mm long 121.20 – – – 121.20 m 121.20 slotted galvanized steel; 1.00mm long 57.30 – – – 57.30 m 57.30 perforated galvanized steel; 1.00mm long 63.10 – – – 63.10 m 63.10 mesh galvanized steel; 1.00mm long 42.90 – – – 42.90 m 42.90

Wade Ltd; stainless steel channel drains;

specialized applications; bespoke

manufacture

Drain in stainless steel; c/w tie in lugs and

inbuilt falls to 100mm spigot outlet; stainless

steel gratings

NE channel; Ref 12430; secured gratings 420.00 1.20 23.10 – 430.84 m 453.94

FIN DRAINS

Fin drains; Cooper Clarke Civils and

Lintels; Geofin Shallow Drain; drainage of

sports fields and grassed landscaped

areas

Geofin Shallow Drain; to trenches; excavation

by trenching machine; backfilled with single

size aggregate 20mm and covered with sharp

sand rootzone 200mm thick

Geofin; 25mm thick × 150mm deep 5.50 0.05 0.96 0.78 10.11 m 11.85

Geofin; 25mm thick × 450mm deep 4.20 0.07 1.28 1.04 13.53 m 15.85

Geofin; 25mm thick × 900mm deep 8.70 0.10 1.93 1.04 26.03 m 29.00

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Fin drains; Cooper Clarke Civils and

Lintels; Geofin Geocomposite Finn Drain;

laid to slabs

Geofin fin drain laid horizontally to slab or

blinded ground; covered with 20mm shingle

200mm thick

Geofin; 25mm thick × 900mm wide; laid

flat to falls 9.66 0.02 0.39 0.16 16.32 m2 16.87

DRAINAGE TO ROOF DECKS AND

PLANTERS

Maxit Ltd; Leca (light expanded clay

aggregate); drainage aggregate to

roofdecks and planters

Placed mechanically to planters; average

100mm thick; by mechanical plant tipped into

planters

aggregate size 10-20mm; delivered in 30m3 loads 47.00 0.40 7.70 6.99 47.00 m3 61.69

aggregate size 10-20mm; delivered in 70m3 loads 44.00 0.20 3.85 6.04 44.00 m3 53.89

Placed by light aggregate blower (maximum

40m)

aggregate size 10-20mm; delivered in 30m3 loads 47.00 0.14 2.75 – 51.59 m3 54.34 aggregate size 10-20mm; delivered in 55m3 loads on blower vehicle 67.00 0.14 2.75 – 67.00 m3 69.75 aggregate size 10-20mm; delivered in 70m3 loads 44.00 0.14 2.75 – 48.59 m3 51.34

By hand

aggregate size 10-20mm; delivered in 30m3 loads 47.00 1.33 25.67 – 47.00 m3 72.67 aggregate size 10-20mm; delivered in 70m3 loads 44.00 1.33 25.67 – 44.00 m3 69.67

Drainage boards laid to insulated slabs on

roof decks; boards laid below growing

medium and granulated drainage layer and

geofabric (all not included) to collect and

channel water to drainage outlets (not

included)

Alumasc Floradrain; polyethylene irrigation/

drainage layer; inclusive of geofabric laid over

the surface of the drainage board

Floradrain FD40; 0.96 × 2.08 panels 12.05 0.05 0.96 – 13.20 m2 14.16 Floradrain FD60; 1.00 × 2.00 panel 21.42 0.07 1.28 – 22.57 m2 23.85

PC

Excluding site overheads and profit £ hours £ £ £ rate £

ACCESS COVERS AND FRAMES

Load Classes for Access Covers

FACTA (Fabricated Access Cover Trade

Association) class:

A – 0.5 tonne maximum slow moving wheel load

AA – 1.5 tonne maximum slow moving wheel load

AAA – 2.5 tonne maximum slow moving wheel load

B – 5 tonne maximum slow moving wheel load

C – 6.5 tonne maximum slow moving wheel load

D – 11 tonne maximum slow moving wheel load

Access covers and frames; solid top;

galvanized; Steelway Brickhouse; Bristeel;

bedding frame in cement mortar (1:3);

cover in grease and sand; clear opening

sizes; base size shown in brackets (50mm

depth)

FACTA AA; single seal

450× 450mm (520× 520mm) 64.26 1.50 28.88 – 74.55 nr 103.43 600× 450mm (670× 520mm) 71.32 1.80 34.65 – 82.75 nr 117.40 600× 600mm (670× 670mm) 76.26 2.00 38.50 – 89.98 nr 128.48

FACTA AA; double seal

450× 450mm (560× 560mm) 104.39 1.50 28.88 – 114.68 nr 143.56 600× 450mm (710× 560mm) 114.70 1.80 34.65 – 126.14 nr 160.79 600× 600mm (710× 710mm) 139.05 2.00 38.50 – 152.77 nr 191.27

FACTA AAA; single seal

450× 450mm (520× 520mm) 98.97 1.50 28.88 – 109.27 nr 138.15 600× 450mm (670× 520mm) 106.81 1.80 34.65 – 118.25 nr 152.90 600× 600mm (670× 670mm) 113.81 2.00 38.50 – 127.53 nr 166.03

FACTA AAA; double seal

450mm×450mm (560× 560) 140.00 1.50 28.88 – 150.29 nr 179.17 600mm×450mm (710× 560) 152.95 1.80 34.65 – 164.39 nr 199.04 600mm×600mm (710× 710) 170.42 2.00 38.50 – 184.14 nr 222.64

FACTA B; single seal

450× 450mm (520× 520mm) 83.07 1.50 28.88 – 93.36 nr 122.24 600× 450mm (670× 520mm) 103.71 1.80 34.65 – 115.14 nr 149.79 600× 600mm (670× 670mm) 120.56 2.00 38.50 – 134.28 nr 172.78

FACTA B; double seal

450× 450mm (560× 560mm) 133.19 1.50 28.88 – 143.48 nr 172.36 600× 450mm (710× 560mm) 148.28 1.80 34.65 – 159.72 nr 194.37 600× 600mm (710× 710mm) 175.40 2.00 38.50 – 189.12 nr 227.62

PC

Excluding site overheads and profit £ hours £ £ £ rate £

Access covers and frames; recessed;

galvanized; Steelway Brickhouse; Bripave;

bedding frame in cement mortar (1:3);

cover in grease and sand; clear opening

sizes; base size shown in brackets (for

block depths 50mm, 65mm, 80mm or

100mm)

FACTA AA

450× 450mm (562× 562mm) 206.95 1.50 28.88 – 217.24 nr 246.12 600× 450mm (712× 562mm) 227.00 1.80 34.65 – 238.44 nr 273.09 600× 600mm (712× 712mm) 235.30 2.00 38.50 – 248.47 nr 286.97 750× 600mm (862× 712mm) 262.56 2.40 46.20 – 277.43 nr 323.63

FACTA B

450× 450mm (562× 562mm) 207.31 1.50 28.88 – 217.60 nr 246.48 600× 450mm (712× 562mm) 241.00 1.80 34.65 – 252.44 nr 287.09 600× 600mm (712× 712mm) 244.00 2.00 38.50 – 257.72 nr 296.22 750× 600mm (862× 712mm) 244.79 2.40 46.20 – 259.66 nr 305.86

FACTA D

450× 450mm (562× 562mm) 232.35 1.50 28.88 – 242.64 nr 271.52 600× 450mm (712× 562mm) 246.86 1.80 34.65 – 258.30 nr 292.95 600× 600mm (712× 712mm) 255.05 2.00 38.50 – 268.77 nr 307.27 750× 600mm (862× 712mm) 310.40 2.40 46.20 – 325.27 nr 371.47

Access covers and frames; Jones of

Oswestry; bedding frame in cement mortar

(1:3); cover in grease and sand; clear

opening sizes

Access covers and frames; Suprabloc; to

paved areas; filling with blocks cut and fitted to

match surrounding paving

pedestrian weight; 300 ×300mm 121.47 2.50 48.13 – 128.35 nr 176.48 pedestrian weight; 450 ×450mm 207.27 2.50 48.13 – 207.27 nr 255.40 pedestrian weight; 450 ×600mm 221.01 2.50 48.13 – 228.17 nr 276.30 light vehicular weight; 300 ×300mm 155.63 2.40 46.20 – 162.51 nr 208.71 light vehicular weight; 450 ×450mm 119.98 3.00 57.75 – 127.86 nr 185.61 light vehicular weight; 450 ×600mm 233.57 4.00 77.00 – 240.45 nr 317.45 heavy vehicular weight; 300 ×300mm 155.97 3.00 57.75 – 163.13 nr 220.88 heavy vehicular weight; 450 ×600mm 271.60 3.00 57.75 – 279.48 nr 337.23 heavy vehicular weight; 600 ×600mm 290.00 4.00 77.00 – 301.46 nr 378.46

Extra over manhole frames and covers for

filling recessed manhole covers with brick

paviors; PC £305.00/1000 13.42 1.00 19.25 – 13.98 m2 33.23 filling recessed manhole covers with

vehicular paving blocks; PC £8.17/m2 8.17 0.75 14.44 – 8.73 m2 23.17 filling recessed manhole covers with

concrete paving flags; PC £13.43/m2 14.42 0.35 6.74 – 14.76 m2 21.50