ABSTRACT
General purpose pattern; for one brick walls 4.14 0.17 3.31 – 4.14 nr 7.45 Accessories in PVC-u
110mm screwed access cover 12.75 – – – 12.75 nr 12.75 110mm rodding eye 24.68 0.50 9.75 – 28.86 nr 38.61 gully with P traps; 110mm; 154 ×154mm
grating 37.92 1.00 19.50 – 39.58 nr 59.08 Kerbs; to gullies; in one course Class B
engineering bricks; to four sides; rendering in
cement: mortar (1:3); dished to gully gratings 2.11 1.00 19.50 – 2.96 nr 22.46
Labour Plant Material Unit
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 3.71 0.80 15.60 – 6.27 m 21.87 150mm 6.17 1.00 19.50 – 8.73 m 28.23 225mm 13.86 1.35 26.32 – 16.43 m 42.75 300mm 28.46 1.80 35.10 – 31.02 m 66.12
Bends; 15, 30, 45 or 90°
100mm bends 3.34 0.75 14.63 – 4.62 nr 19.25 150mm bends 5.77 0.90 17.55 – 7.70 nr 25.25 225mm bends 22.37 1.20 23.40 – 24.93 nr 48.33 300mm bends 45.61 1.10 21.45 – 48.82 nr 70.27
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 3.34 0.75 14.63 – 4.62 nr 19.25 150mm 5.77 0.90 17.55 – 7.70 nr 25.25
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 – – – 10.44 2.97 m3 13.41 depth of pipe 900mm – – – 11.93 3.75 m3 15.68 depth of pipe 1.20m – – – 12.53 5.32 m3 17.85 depth of pipe 1.50m – – – 13.92 6.88 m3 20.80 depth of pipe 2.00m – – – 11.72 9.49 m3 21.21
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 15.60 21.00 – m 36.60
Labour Plant Material Unit
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 2.27 0.12 2.34 1.04 2.27 m 5.65
average depth of run not exceeding 0.75m 2.27 0.16 3.18 1.43 2.27 m 6.88
average depth of run not exceeding 1.00m 2.27 0.28 5.52 2.48 2.27 m 10.27
average depth of run not exceeding 1.25m 1.89 0.38 7.47 3.35 1.89 m 12.71
Granular beds to trenches; lay granular
material to trenches excavated separately;
to receive pipes (not included)
300mm wide × 100mm thick
reject sand – 0.05 0.97 0.23 3.86 m 5.06 reject gravel – 0.05 0.97 0.23 3.31 m 4.51 shingle 40mm aggregate – 0.05 0.97 0.23 3.69 m 4.89 sharp sand 3.86 0.05 0.97 0.23 3.86 m 5.06
300mm wide × 150mm thick
reject sand – 0.08 1.46 0.34 5.79 m 7.59 reject gravel – 0.08 1.46 0.34 4.96 m 6.76 shingle 40mm aggregate – 0.08 1.46 0.34 5.53 m 7.33 sharp sand 5.79 0.08 1.46 0.34 5.79 m 7.59
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 1.44 0.09 1.69 0.74 4.57 m 7.00
average depth of run not exceeding 0.75m 2.16 0.11 2.11 0.92 6.86 m 9.89
average depth of run not exceeding 1.00m 2.88 0.14 2.72 1.20 9.15 m 13.07
average depth of run not exceeding 1.25m 3.60 0.23 4.46 2.00 11.43 m 17.89
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
PIPE LAYING – CONT
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 10.63 0.11 2.08 0.36 13.76 m 16.20
average depth of run not exceeding 0.75m 15.93 0.13 2.54 0.45 20.63 m 23.62
average depth of run not exceeding 1.00m 21.25 0.17 3.25 0.60 27.52 m 31.37
average depth of run not exceeding 1.25m 26.56 0.23 4.39 0.90 34.39 m 39.68
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 15.60 21.00 – m 36.60 timber; distance between opposing faces
not exceeding 500mm – 0.20 7.80 – 0.03 m 7.83
Clay pipes and fittings; Hepworth Plc;
Supersleve
100mm clay pipes; polypropylene slip
coupling; in trenches (trenches not included)
laid straight 2.93 0.25 4.88 – 4.28 m 9.16 short runs under 3.00m 2.93 0.31 6.09 – 4.28 m 10.37
Extra over 100mm clay pipes for
bends; 15-90°; single socket 6.10 0.25 4.88 – 6.10 nr 10.98 junction; 45 or 90°; double socket 12.86 0.25 4.88 – 12.86 nr 17.74 slip couplings; polypropylene 2.16 0.08 1.62 – 2.16 nr 3.78 gully with P trap; 100mm; 154× 154mm
plastic grating 15.16 1.00 19.50 – 25.37 nr 44.87 150mm clay pipes; polypropylene slip
coupling; in trenches (trenches not included)
laid straight 9.85 0.30 5.85 – 9.85 m 15.70 short runs under 3.00m 9.85 0.60 11.70 – 9.85 m 21.55
Extra over 150mm clay pipes for
bends; 15-90° 8.15 0.28 5.46 – 12.08 nr 17.54 junction; 45 or 90°; 100×150mm 10.90 0.40 7.80 – 18.76 nr 26.56 junction; 45 or 90°; 150×150mm 11.97 0.40 7.80 – 19.82 nr 27.62 slip couplings; polypropylene 3.93 0.05 0.97 – 3.93 nr 4.90 tapered pipe; 100-150mm 12.26 0.50 9.75 – 12.26 nr 22.01 tapered pipe; 150-225mm 31.47 0.50 9.75 – 31.47 nr 41.22 socket adaptor; connection to traditional
pipes and fittings 8.26 0.33 6.43 – 12.19 nr 18.62
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
Accessories in clay
access pipe; 150mm 30.72 – – – 38.58 nr 38.58 rodding eye; 150mm 29.39 0.50 9.75 – 33.56 nr 43.31 gully with P traps; 150mm; 154 ×154mm
plastic grating 34.67 0.80 15.60 – 40.26 nr 55.86
PVC-u pipes and fittings; Wavin Plastics
Ltd; OsmaDrain
110mm PVC-u pipes; in trenches (trenches
not included)
laid straight 6.20 0.08 1.56 – 6.20 m 7.76 short runs under 3.00m 6.98 0.12 2.34 – 6.98 m 9.32
Extra over 110mm PVC-u pipes for
bends; short radius 12.08 0.25 4.88 – 12.08 nr 16.96 bends; long radius 22.63 0.25 4.88 – 22.63 nr 27.51 junctions; equal; double socket 14.41 0.25 4.88 – 14.41 nr 19.29 slip couplings 6.99 0.25 4.88 – 6.99 nr 11.87 adaptors to clay 13.61 0.50 9.75 – 13.61 nr 23.36
160mm PVC-u pipes; in trenches (trenches
not included)
laid straight 14.55 0.08 1.56 – 14.55 m 16.11 short runs under 3.00m 27.64 0.12 2.34 – 27.64 m 29.98
Extra over 160mm PVC-u pipes for
socket bend; double; 90 or 45° 45.69 0.20 3.90 – 45.69 nr 49.59 socket bend; double; 15 or 30° 42.71 0.20 3.90 – 42.71 nr 46.61 socket bend; single; 87.5 or 45° 26.04 0.20 3.90 – 26.04 nr 29.94 socket bend; single; 15 or 30° 23.08 0.20 3.90 – 23.08 nr 26.98 bends; short radius 33.94 0.25 4.88 – 46.01 nr 50.89 bends; long radius 88.49 0.25 4.88 – 88.49 nr 93.37 junctions; single 83.64 0.33 6.50 – 83.64 nr 90.14 pipe coupler 16.97 0.05 0.97 – 16.97 nr 17.94 slip couplings PVC-u 8.45 0.05 0.97 – 8.45 nr 9.42 adaptors to clay 37.01 0.50 9.75 – 37.01 nr 46.76 level invert reducer 13.93 0.50 9.75 – 13.93 nr 23.68 spiggot 30.90 0.20 3.90 – 30.90 nr 34.80
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
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 48.53 3.00 58.50 – 54.52 nr 113.02 150mm inlet; 150mm outlet 69.97 2.00 39.00 – 79.49 nr 118.49
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 6.00 117.00 – 65.12 nr 182.12
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 63.10 3.50 68.25 – 63.68 nr 131.93 150mm outlet; 100mm diameter; 225mm
internal width; 585mm internal depth 63.10 3.50 68.25 – 63.68 nr 131.93 Yard gullies (mud); trapped; medium duty (up
to 5 tonnes)
100mm outlet; 100mm diameter; 225mm
internal width; 585mm internal depth 89.21 3.50 68.25 – 89.78 nr 158.03 150mm outlet; 100mm diameter; 225mm
internal width; 585mm internal depth 97.74 3.50 68.25 – 98.32 nr 166.57 Combined filter and silt bucket for yard gullies
225mm diameter 22.82 – – – 22.82 nr 22.82
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
Road gullies; trapped with rodding eye
100mm outlet; 300mm internal diameter;
600mm internal depth – 3.50 68.25 – 61.27 nr 129.52 150mm outlet; 300mm internal diameter;
600mm internal depth 62.16 3.50 68.25 – 62.73 nr 130.98 150mm outlet; 400mm internal diameter;
750mm internal depth 72.08 3.50 68.25 – 72.66 nr 140.91 150mm outlet; 450mm internal diameter;
900mm internal depth 97.52 3.50 68.25 – 98.10 nr 166.35 Hinged gratings and frames for gullies; alloy
193mm for 150mm diameter gully – – – – 15.12 nr 15.12 120× 120mm – – – – 5.38 nr 5.38 150× 150mm – – – – 9.73 nr 9.73 230× 230mm – – – – 17.78 nr 17.78 316× 316mm – – – – 47.16 nr 47.16
Hinged gratings and frames for gullies; cast
iron
265mm for 225mm diameter gully – – – – 30.22 nr 30.22 150× 150mm – – – – 9.73 nr 9.73 230× 230mm – – – – 17.78 nr 17.78 316× 316mm – – – – 47.16 nr 47.16
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 10.24 3.50 68.25 – 10.82 nr 79.07 Vertical inlet hopper; c/w plastic grate
272× 183mm 13.76 0.25 4.88 – 13.76 nr 18.64 Sealed access hopper
110× 110mm 32.37 0.25 4.88 – 32.37 nr 37.25
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 11.25 0.40 7.80 – 11.60 nr 19.40 vertical inlet hopper; with 110mm spigot;
150mm long 13.76 0.40 7.80 – 13.76 nr 21.56 sealed access hopper; with 110mm spigot;
150mm long 32.37 0.40 7.80 – 32.37 nr 40.17 plain hopper; solvent weld to trap 7.68 0.40 7.80 – 7.68 nr 15.48 vertical inlet hopper; solvent wed to trap 13.20 0.40 7.80 – 13.20 nr 21.00 sealed access cover; PVC-u 16.48 0.10 1.95 – 16.48 nr 18.43
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
GULLIES AND INTERCEPTION TRAPS – CONT
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 27.33 0.50 9.75 – 27.83 nr 37.58 sealed access cover; PVC-u; 217× 217mm 21.24 0.10 1.95 – 21.24 nr 23.19 grating; ductile iron; 215 ×215mm 16.38 0.10 1.95 – 16.38 nr 18.33 bottle gully riser; 325mm 3.52 0.50 9.75 – 4.60 nr 14.35
Yard gully; trapped; 300mm diameter ×
600mm deep; including catchment bucket and
ductile iron cover and frame; medium duty
loading
305mm diameter × 600mm deep 165.72 2.50 48.75 – 168.98 nr 217.73
Kerbs to gullies
One course Class B engineering bricks to four
sides; rendering in cement: mortar (1:3);
dished to gully gratings
150× 150mm 1.25 0.33 6.50 – 1.61 nr 8.11
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 19.50 – 25.49 m 44.99 straight; 500mm long 22.61 1.05 20.48 – 25.87 m 46.35 radial; 30/10 or 9/6 internal or external 20.89 1.33 26.00 – 24.15 m 50.15 angles 45 or 90° 62.33 1.00 19.50 – 65.59 nr 85.09
Mini Beany Top Block; perforated kerb unit to
drainage channel above; natural grey
straight 11.44 0.33 6.50 – 12.69 m 19.19 radial; 30/10 or 9/6 internal or external 14.94 0.50 9.75 – 16.19 m 25.94 angles 45 or 90° 34.80 0.50 9.75 – 36.05 nr 45.80
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
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 19.50 – 260.84 nr 280.34 inline side or end outlet; outfall 150mm; 2
section concrete trapped outfall; cast iron
Mini Beany access cover and frame 226.08 1.00 19.50 – 226.79 nr 246.29 Ancillaries to Mini Beany
end cap 12.66 0.25 4.88 – 12.66 nr 17.54 end cap outlets 32.90 0.25 4.88 – 32.90 nr 37.78
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 74.45 0.67 13.00 – 90.80 m 103.80 DBA; 250× 250mm 38.33 0.67 13.00 – 54.68 m 67.68
Charcon Safeticurb; slotted safety channels;
for heavy vehicles
DBM; 248× 248mm 68.24 0.80 15.60 – 84.59 m 100.19 Clearway; 324 ×257mm 78.27 0.80 15.60 – 94.62 m 110.22
Charcon Safeticurb; inspection units; ductile
iron lids; including jointing to drainage
channels
248× 248× 914mm 92.87 1.50 29.25 – 93.83 nr 123.08 Silt box tops; concrete frame; cast iron grid
lids; type 1; set over gully
457× 610mm 416.26 2.00 39.00 – 417.22 nr 456.22 Manhole covers; type K; cast iron; providing
inspection to blocks and back gullies 528.87 2.00 39.00 – 531.22 nr 570.22
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
LINEAR DRAINAGE – CONT
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 57.90 1.20 23.40 – 68.36 m 91.76 Accessories for M100PPD
connectors; vertical outlet 110mm 12.63 – – – 12.63 nr 12.63 connectors; vertical outlet 160mm 12.63 – – – 12.63 nr 12.63 sump units; 110mm 105.25 1.50 29.25 – 124.49 nr 153.74 universal gully and bucket; 440× 440 ×
1315mm deep 611.80 3.00 58.50 – 647.87 nr 706.37
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 62.80 – – – 62.80 m 62.80 ACO MultiDrain MD Brickslot; offset slot drain
grating; load class C250 – 400 brickslot; galvanized steel; 1000mm 120.70 1.20 23.40 – 120.70 m 144.10 brickslot; stainless steel; 1000mm 125.95 1.20 23.40 – 251.90 m 275.30
Accessories for MultiDrain MD
sump unit; complete with sediment bucket
and access unit 105.25 1.00 19.50 – 206.70 nr 226.20 end cap; closing piece 8.50 – – – 8.50 nr 8.50 end cap; inlet/outlet 17.20 – – – 17.20 nr 17.20
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
ACO Drainlock Gratings for M100PPD and
M100D system
A15 loading
slotted galvanized steel 17.00 0.15 2.92 – 17.00 m 19.92 perforated galvanized steel 23.40 0.15 2.92 – 23.40 m 26.32
C250 loading
Heelguard composite black; 500mm long
with security locking 42.40 – – – 42.40 m 42.40 Intercept; ductile iron; 500mm long 93.40 – – – 93.40 m 93.40 slotted galvanized steel; 1.00mm long 44.00 – – – 44.00 m 44.00 perforated galvanized steel; 1.00mm long 48.50 – – – 48.50 m 48.50 mesh galvanized steel; 1.00mm long 32.95 – – – 32.95 m 32.95
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 380.00 1.20 23.40 – 390.46 m 413.86
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 5.02 0.05 0.97 0.77 9.78 m 11.52
Geofin; 25mm thick × 450mm deep 3.71 0.07 1.30 1.03 13.34 m 15.67
Geofin; 25mm thick × 900mm deep 8.15 0.10 1.95 1.03 26.09 m 29.07
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 9.04 0.02 0.39 0.15 16.06 m2 16.60
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
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 44.31 0.40 7.80 6.59 44.31 m3 58.70
aggregate size 10-20mm; delivered in 70m3 loads 39.24 0.20 3.90 5.63 39.24 m3 48.77
Placed by light aggregate blower (maximum
40m)
aggregate size 10-20mm; delivered in 30m3 loads 44.31 0.14 2.79 – 48.48 m3 51.27 aggregate size 10-20mm; delivered in 55m3 loads on blower vehicle 62.41 0.14 2.79 – 62.41 m3 65.20 aggregate size 10-20mm; delivered in 70m3 loads 39.24 0.14 2.79 – 43.41 m3 46.20
By hand
aggregate size 10-20mm; delivered in 30m3 loads 44.31 1.33 26.00 – 44.31 m3 70.31 aggregate size 10-20mm; delivered in 70m3 loads 39.24 1.33 26.00 – 39.24 m3 65.24
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 0.97 – 13.20 m2 14.17 Floradrain FD60; 1.00 × 2.00 panels 21.42 0.07 1.30 – 22.57 m2 23.87
Labour Plant Material Unit
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) 69.71 1.50 29.25 – 79.87 nr 109.12 600× 450mm (670× 520mm) 78.38 1.80 35.10 – 89.67 nr 124.77 600× 600mm (670× 670mm) 84.48 2.00 39.00 – 98.02 nr 137.02
FACTA AA; double seal
450× 450mm (560× 560mm) 119.99 1.50 29.25 – 130.14 nr 159.39 600× 450mm (710× 560mm) 132.96 1.80 35.10 – 144.24 nr 179.34 600× 600mm (710× 710mm) 162.89 2.00 39.00 – 176.43 nr 215.43
FACTA AAA; single seal
450× 450mm (520× 520mm) 99.97 1.50 29.25 – 110.13 nr 139.38 600× 450mm (670× 520mm) 108.68 1.80 35.10 – 119.97 nr 155.07 600× 600mm (670× 670mm) 116.45 2.00 39.00 – 129.99 nr 168.99
FACTA AAA; double seal
450mm×450mm (560× 560) 163.52 1.50 29.25 – 173.68 nr 202.93 600mm×450mm (710× 560) 179.80 1.80 35.10 – 191.08 nr 226.18 600mm×600mm (710× 710) 201.78 2.00 39.00 – 215.32 nr 254.32
FACTA B; single seal
450× 450mm (520× 520mm) 87.30 1.50 29.25 – 97.46 nr 126.71 600× 450mm (670× 520mm) 105.24 1.80 35.10 – 116.52 nr 151.62 600× 600mm (670× 670mm) 123.95 2.00 39.00 – 137.49 nr 176.49
FACTA B; double seal
450× 450mm (560× 560mm) 154.95 1.50 29.25 – 165.11 nr 194.36 600× 450mm (710× 560mm) 173.93 1.80 35.10 – 185.21 nr 220.31 600× 600mm (710× 710mm) 208.04 2.00 39.00 – 221.58 nr 260.58
Labour Plant Material Unit
Excluding site overheads and profit £ hours £ £ £ rate £
ACCESS COVERS AND FRAMES – CONT
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) 209.99 1.50 29.25 – 220.15 nr 249.40 600× 450mm (712× 562mm) 235.21 1.80 35.10 – 246.49 nr 281.59 600× 600mm (712× 712mm) 245.65 2.00 39.00 – 258.65 nr 297.65 750× 600mm (862× 712mm) 279.94 2.40 46.80 – 294.61 nr 341.41
FACTA B
450× 450mm (562× 562mm) 210.44 1.50 29.25 – 220.60 nr 249.85 600× 450mm (712× 562mm) 252.82 1.80 35.10 – 264.10 nr 299.20 600× 600mm (712× 712mm) 257.59 2.00 39.00 – 271.13 nr 310.13 750× 600mm (862× 712mm) 311.30 2.40 46.80 – 325.97 nr 372.77
FACTA D
450× 450mm (562× 562mm) 241.94 1.50 29.25 – 252.10 nr 281.35 600× 450mm (712× 562mm) 260.19 1.80 35.10 – 271.47 nr 306.57 600× 600mm (712× 712mm) 270.49 2.00 39.00 – 284.03 nr 323.03 750× 600mm (862× 712mm) 340.11 2.40 46.80 – 354.78 nr 401.58
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 48.75 – 128.26 nr 177.01 pedestrian weight; 450 ×450mm 207.27 2.50 48.75 – 207.27 nr 256.02 pedestrian weight; 450 ×600mm 221.01 2.50 48.75 – 228.08 nr 276.83 light vehicular weight; 300 ×300mm 155.63 2.40 46.80 – 162.42 nr 209.22 light vehicular weight; 450 ×450mm 119.98 3.00 58.50 – 127.76 nr 186.26 light vehicular weight; 450 ×600mm 233.57 4.00 78.00 – 240.36 nr 318.36 heavy vehicular weight; 300 ×300mm 155.97 3.00 58.50 – 163.04 nr 221.54 heavy vehicular weight; 450 ×600mm 271.60 3.00 58.50 – 279.38 nr 337.88 heavy vehicular weight; 600 ×600mm 290.00 4.00 78.00 – 301.32 nr 379.32
Extra over manhole frames and covers for
filling recessed manhole covers with brick
paviors; PC £305.00/1000 13.42 1.00 19.50 – 13.97 m2 33.47 filling recessed manhole covers with
vehicular paving blocks; PC £8.17/m2 8.17 0.75 14.63 – 8.72 m2 23.35 filling recessed manhole covers with
concrete paving flags; PC £13.43/m2 13.43 0.35 6.83 – 13.76 m2 20.59
