ABSTRACT
Disposal of excavated material; depositing on site in permanent spoil heaps; average 50m – 0.04 0.82 1.92 – m3 2.74 Filling to excavations; obtained from on site spoil heaps; average thickness not exceeding 0.25m – 0.13 2.63 5.50 – m3 8.13
Hand excavation Excavating pits; starting from ground level; works exclude for earthwork retention
maximum depth not exceeding 1.00m – 1.20 47.40 – – m3 47.40 maximum depth not exceeding 2.00m – 1.50 59.25 – – m3 59.25
Works to pits or drainage excavations Surface treatments; compacting; bottoms of excavations – 0.05 0.99 – – m2 0.99 Earthwork support; distance between opposing faces not exceeding 2.00m
maximum depth not exceeding 1.00m – 0.20 3.95 – 4.44 m3 8.39 maximum depth not exceeding 2.00m – 0.30 5.92 – 4.44 m3 10.36 maximum depth not exceeding 4.00m – 0.67 13.17 – 1.96 m3 15.13
Inspection Chambers and Manholes
Inspection chambers; in situ concrete Beds; plain in situ concrete; 11.50N/mm2-40mm aggregate
thickness not exceeding 150mm – 2.00 39.50 – 95.81 m3 135.31 thickness 150-450mm – 1.75 34.56 – 95.81 m3 130.37
Material Excluding site overheads and profit £ hours £ £ £ rate £
Inspection Chambers and Manholes – cont
Inspection chambers – cont Benchings in bottoms; plain in situ concrete; 25.50N/mm2-20mm aggregate
thickness 150-450mm – 2.00 39.50 – 95.81 m3 135.31 Isolated cover slabs; reinforced In situ concrete; 21.00N/mm2-20mm aggregate
thickness not exceeding 150mm 95.81 4.00 79.00 – 95.81 m3 174.81 Fabric reinforcement; A193 (3.02 kg/m2) in cover slabs 1.89 0.06 1.24 – 1.89 m2 3.13 Formwork to reinforced in situ concrete; isolated cover slabs
soffits; horizontal – 3.28 64.78 – 4.21 m2 68.99 height not exceeding 250mm – 0.97 19.16 – 2.24 m 21.40
Inspection chambers; precast concrete units Precast concrete inspection chamber units; FP McCann Ltd; bedding, jointing and pointing in cement mortar (1:3); 600×450mm internally
600mm deep 54.94 6.00 118.50 – 59.31 nr 177.81 900mm deep 68.67 7.00 138.25 – 73.04 nr 211.29
Drainage chambers; FP McCann Ltd; 1200×750mm reducing to 600×600mm; no base unit; depth of invert
1050mm deep 416.13 9.00 177.75 – 423.41 nr 601.16 1650mm deep 616.05 11.00 217.25 – 627.69 nr 844.94 2250mm deep 815.96 12.50 246.88 – 830.51 nr 1077.39
Cover slabs for chambers or shaft sections; FP McCann Ltd; heavy duty
900mm dia. internally 65.72 0.67 13.15 – 65.72 nr 78.87 1050mm dia. internally 72.08 2.00 39.50 13.75 72.08 nr 125.33 1200mm dia. internally 86.92 1.00 19.75 13.75 86.92 nr 120.42 1500mm dia. internally 147.38 1.00 19.75 13.75 147.38 nr 180.88 1800mm dia. internally 220.98 2.00 39.50 30.94 220.98 nr 291.42
Brickwork Walls to manholes; bricks; PC £300.00/ 1000; in cement mortar (1:3)
one brick thick 37.80 3.00 59.25 – 46.53 m2 105.78 one and a half brick thick 56.70 4.00 79.00 – 69.80 m2 148.80 two brick thick projection of footing or the like 75.60 4.80 94.80 – 93.06 m2 187.86
Material Excluding site overheads and profit £ hours £ £ £ rate £
Walls to manholes; engineering bricks; in cement mortar (1:3)
one brick thick 34.78 3.00 59.25 – 43.51 m2 102.76 one and a half brick thick 52.16 4.00 79.00 – 65.26 m2 144.26 two brick thick projection of footing or the like 69.55 4.80 94.80 – 87.02 m2 181.82
Extra over common or engineering bricks in any mortar for fair face; flush pointing as work proceeds; English bond walls or the like – 0.13 2.63 – – m2 2.63 In situ finishings; cement: sand mortar (1:3); steel trowelled; 13mm one coat work to manhole walls; to brickwork or blockwork base; over 300mm wide – 0.80 15.80 – 2.91 m2 18.71 Building into brickwork; ends of pipes; making good facings or renderings
small – 0.20 3.95 – – nr 3.95 large – 0.30 5.92 – – nr 5.92 extra large – 0.40 7.90 – – nr 7.90 extra large; including forming ring arch cover – 0.50 9.88 – – nr 9.88
Inspection chambers; polypropylene; Hepworth Plc Mini access chamber; up to 600mm deep; including cover and frame
300mm dia. × 600mm deep; three 100/110mm inlets 160.40 3.00 59.25 – 162.92 nr 222.17
Up to 1200mm deep; including polymer cover and frame with screw down lid
475mm dia. × 940mm deep; five 100/ 110mm inlets; supplied with four stoppers in inlets 237.13 4.00 79.00 – 316.33 nr 395.33
Extra for square ductile iron cover and frame to 1 tonne load; screw down lid 110.00 – – – 33.34 nr 33.34
Step irons; drainage systems; malleable cast iron; galvanized; building into joints General purpose pattern; for one brick walls 4.14 0.17 3.36 – 4.14 nr 7.50 Accessories in PVC-u
110mm screwed access cover 15.78 – – – 15.78 nr 15.78 110mm rodding eye 30.52 0.50 9.88 – 34.74 nr 44.62 gully with P traps; 110mm; 154× 154mm grating 74.47 1.00 19.75 – 76.16 nr 95.91
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 19.75 – 3.19 nr 22.94
Material 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 6.76 0.80 15.80 – 9.59 m 25.39 150mm 11.24 1.00 19.75 – 14.07 m 33.82 225mm 25.24 1.35 26.66 – 28.07 m 54.73 300mm 51.80 1.80 35.55 – 54.64 m 90.19
Bends; 15, 30, 45 or 90° 100mm bends 6.08 0.75 14.81 – 7.50 nr 22.31 150mm bends 10.51 0.90 17.77 – 12.64 nr 30.41 225mm bends 40.72 1.20 23.70 – 43.56 nr 67.26 300mm bends 83.02 1.10 21.73 – 86.57 nr 108.30
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 6.08 0.75 14.81 – 7.50 nr 22.31 150mm 10.51 0.90 17.77 – 12.64 nr 30.41
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 – – – 10.81 3.09 m3 13.90 depth of pipe 900mm – – – 12.35 3.91 m3 16.26 depth of pipe 1.20m – – – 12.97 5.54 m3 18.51 depth of pipe 1.50m – – – 14.41 7.17 m3 21.58 depth of pipe 2.00m – – – 11.92 9.89 m3 21.81
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 15.80 21.00 – m 36.80
Material 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 2.37 1.06 1.51 m 4.94 average depth of run not exceeding 0.75m 1.51 0.16 3.22 1.44 1.51 m 6.17 average depth of run not exceeding 1.00m 1.51 0.28 5.60 2.51 1.51 m 9.62 average depth of run not exceeding 1.25m 1.26 0.38 7.57 3.40 1.26 m 12.23
Granular beds to trenches; lay granular material to trenches excavated separately; to receive pipes (not included) 300mm wide × 100mm thick
reject sand – 0.05 0.99 0.23 3.55 m 4.77 reject gravel – 0.05 0.99 0.23 3.14 m 4.36 shingle 40mm aggregate – 0.05 0.99 0.23 3.72 m 4.94 sharp sand 3.74 0.05 0.99 0.23 3.74 m 4.96
300mm wide × 150mm thick reject sand – 0.08 1.48 0.34 5.33 m 7.15 reject gravel – 0.08 1.48 0.34 4.71 m 6.53 shingle 40mm aggregate – 0.08 1.48 0.34 5.58 m 7.40 sharp sand 5.61 0.08 1.48 0.34 5.61 m 7.43
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 1.50 0.09 1.71 0.76 4.77 m 7.24 average depth of run not exceeding 0.75m 2.25 0.11 2.14 0.95 7.15 m 10.24 average depth of run not exceeding 1.00m 3.00 0.14 2.76 1.23 9.53 m 13.52 average depth of run not exceeding 1.25m 3.74 0.23 4.51 2.03 11.90 m 18.44
Material 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 11.54 0.11 2.11 0.36 14.81 m 17.28 average depth of run not exceeding 0.75m 17.30 0.13 2.57 0.45 22.20 m 25.22 average depth of run not exceeding 1.00m 23.06 0.17 3.29 0.60 29.59 m 33.48 average depth of run not exceeding 1.25m 28.83 0.23 4.44 0.90 36.99 m 42.33
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 15.80 21.00 – m 36.80 timber; distance between opposing faces not exceeding 500mm – 0.20 7.90 – 0.02 m 7.92
Clay pipes and fittings; Hepworth Plc; Supersleve 100mm clay pipes; polypropylene slip coupling; in trenches (trenches not included)
laid straight 4.88 0.25 4.94 – 6.52 m 11.46 short runs under 3.00m 4.88 0.31 6.17 – 6.52 m 12.69
Extra over 100mm clay pipes for bends; 15-90 degree; single socket 7.41 0.25 4.94 – 7.41 nr 12.35 junction; 45 or 90 degree; double socket 15.61 0.25 4.94 – 15.61 nr 20.55 slip couplings; polypropylene 2.62 0.08 1.65 – 2.62 nr 4.27 gully with P trap; 100mm; 154× 154mm plastic grating 24.18 1.00 19.75 – 36.24 nr 55.99
150mm clay pipes; polypropylene slip coupling; in trenches (trenches not included)
laid straight 16.30 0.30 5.92 – 16.30 m 22.22 short runs under 3.00m 16.30 0.60 11.85 – 16.30 m 28.15
Extra over 150mm clay pipes for bends; 15-90 degree 9.89 0.28 5.53 – 14.66 nr 20.19 junction; 45 or 90 degree; 100× 150mm 14.53 0.40 7.90 – 24.07 nr 31.97 junction; 45 or 90 degree; 150× 150mm 13.23 0.40 7.90 – 22.78 nr 30.68
Material Excluding site overheads and profit £ hours £ £ £ rate £
slip couplings; polypropylene 4.77 0.05 0.99 – 4.77 nr 5.76 tapered pipe; 100-150mm 14.87 0.50 9.88 – 14.87 nr 24.75 tapered pipe; 150-225mm 38.19 0.50 9.88 – 38.19 nr 48.07 socket adaptor; connection to traditional pipes and fittings 10.03 0.33 6.52 – 14.80 nr 21.32
Accessories in clay access pipe; 150mm 37.29 – – – 46.83 nr 46.83 rodding eye; 150mm 35.67 0.50 9.88 – 39.88 nr 49.76 gully with P traps; 150mm; 154× 154mm plastic grating 48.44 0.80 15.80 – 54.90 nr 70.70
PVC-u pipes and fittings; Wavin Plastics Ltd; OsmaDrain 110mm PVC-u pipes; in trenches (trenches not included)
laid straight 6.66 0.08 1.58 – 6.66 m 8.24 short runs under 3.00m 7.62 0.12 2.37 – 7.62 m 9.99
Extra over 110mm PVC-u pipes for bends; short radius 14.94 0.25 4.94 – 14.94 nr 19.88 bends; long radius 27.99 0.25 4.94 – 27.99 nr 32.93 junctions; equal; double socket 17.82 0.25 4.94 – 17.82 nr 22.76 slip couplings 5.62 0.25 4.94 – 5.62 nr 10.56 adaptors to clay 16.84 0.50 9.88 – 16.84 nr 26.72
160mm PVC-u pipes; in trenches (trenches not included)
laid straight 18.00 0.08 1.58 – 18.00 m 19.58 short runs under 3.00m 34.19 0.12 2.37 – 34.19 m 36.56
Extra over 160mm PVC-u pipes for socket bend; double; 90 or 45° 58.43 0.20 3.95 – 58.43 nr 62.38 socket bend; double; 15 or 30° 54.55 0.20 3.95 – 54.55 nr 58.50 socket bend; single; 87.5 or 45° 33.94 0.20 3.95 – 33.94 nr 37.89 socket bend; single; 15 or 30° 30.10 0.20 3.95 – 30.10 nr 34.05 bends; short radius 41.97 0.25 4.94 – 56.90 nr 61.84 bends; long radius 113.10 0.25 4.94 – 113.10 nr 118.04 junctions; single 106.23 0.33 6.58 – 106.23 nr 112.81 pipe coupler 20.98 0.05 0.99 – 20.98 nr 21.97 slip couplings PVC-u 10.46 0.05 0.99 – 10.46 nr 11.45 adaptors to clay 42.74 0.50 9.88 – 42.74 nr 52.62 level invert reducer 17.22 0.50 9.88 – 17.22 nr 27.10 spiggot 38.21 0.20 3.95 – 38.21 nr 42.16
Material 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 88.33 3.00 59.25 – 95.26 nr 154.51 150mm inlet; 150mm outlet 127.37 2.00 39.50 – 138.60 nr 178.10
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 dia. × 1.07m deep; rodding eye; stoppers 48.76 6.00 118.50 – 69.52 nr 188.02
Gullies; vitrified clay; Hepworth Plc; bedding in concrete; 11.50N/mm240mm aggregate Yard gullies (mud); trapped; domestic duty (up to 1 tonne)
100mm outlet; 100mm dia.; 225mm internal width; 585mm internal depth 114.87 3.50 69.13 – 115.46 nr 184.59 150mm outlet; 100mm dia.; 225mm internal width; 585mm internal depth 114.87 3.50 69.13 – 115.46 nr 184.59
Yard gullies (mud); trapped; medium duty (up to 5 tonnes)
100mm outlet; 100mm dia.; 225mm internal width; 585mm internal depth 162.38 3.50 69.13 – 162.98 nr 232.11 150mm outlet; 100mm dia.; 225mm internal width; 585mm internal depth 177.92 3.50 69.13 – 178.52 nr 247.65
Combined filter and silt bucket for yard gullies
225mm dia. 41.54 – – – 41.54 nr 41.54 Road gullies; trapped with rodding eye
100mm outlet; 300mm internal dia.; 600mm internal depth – 3.50 69.13 – 111.07 nr 180.20 150mm outlet; 300mm internal dia.; 600mm internal depth 113.14 3.50 69.13 – 113.73 nr 182.86 150mm outlet; 400mm internal dia.; 750mm internal depth 131.21 3.50 69.13 – 131.80 nr 200.93 150mm outlet; 450mm internal dia.; 900mm internal depth 177.52 3.50 69.13 – 178.12 nr 247.25
Material Excluding site overheads and profit £ hours £ £ £ rate £
Hinged gratings and frames for gullies; alloy
193mm for 150mm dia. gully – – – – 27.53 nr 27.53 120× 120mm – – – – 9.79 nr 9.79 150× 150mm – – – – 17.71 nr 17.71 230× 230mm – – – – 32.38 nr 32.38 316× 316mm – – – – 85.84 nr 85.84
Hinged gratings and frames for gullies; cast iron
265mm for 225mm dia. gully – – – – 55.00 nr 55.00 150× 150mm – – – – 17.71 nr 17.71 230× 230mm – – – – 32.38 nr 32.38 316× 316mm – – – – 85.84 nr 85.84
Universal gully trap PVC-u; Wavin Plastics Ltd; OsmaDrain system; bedding in concrete; 11.50N/mm240mm aggregate Universal gully fitting; comprising gully trap only
110mm outlet; 110mm dia.; 205mm internal depth 12.67 3.50 69.13 – 13.26 nr 82.39
Vertical inlet hopper; c\w plastic grate 272× 183mm 17.02 0.25 4.94 – 17.02 nr 21.96
Sealed access hopper 110×110mm 40.02 0.25 4.94 – 40.02 nr 44.96
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 7.90 – 14.27 nr 22.17 vertical inlet hopper; with 110mm spigot; 150mm long 17.02 0.40 7.90 – 17.02 nr 24.92 sealed access hopper; with 110mm spigot; 150mm long 40.02 0.40 7.90 – 40.02 nr 47.92 plain hopper; solvent weld to trap 9.50 0.40 7.90 – 9.50 nr 17.40 vertical inlet hopper; solvent wed to trap 16.33 0.40 7.90 – 16.33 nr 24.23 sealed access cover; PVC-u 20.38 0.10 1.98 – 20.38 nr 22.36
Material 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 33.79 0.50 9.88 – 34.30 nr 44.18 sealed access cover; PVC-u; 217× 217mm 26.27 0.10 1.98 – 26.27 nr 28.25 grating; ductile iron; 215×215mm 20.25 0.10 1.98 – 20.25 nr 22.23 bottle gully riser; 325mm 4.36 0.50 9.88 – 5.45 nr 15.33
Yard gully; trapped; 300mm dia. × 600mm deep; including catchment bucket and ductile iron cover and frame; medium duty loading
305mm dia. × 600mm deep 204.90 2.50 49.38 – 208.11 nr 257.49
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 6.58 – 1.74 nr 8.32
Linear Drainage
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/mm240mm aggregate one side; channels 250mm wide × 1.00m long
straight; 1.00m long 25.81 1.00 19.75 – 29.35 m 49.10 straight; 500mm long 28.93 1.05 20.74 – 32.47 m 53.21 radial; 30/10 or 9/6 internal or external 26.73 1.33 26.33 – 30.27 m 56.60 angles 45 or 90 degree 26.73 1.00 19.75 – 30.27 nr 50.02
Mini Beany Top Block; perforated kerb unit to drainage channel above; natural grey
straight 30.67 0.33 6.58 – 31.93 m 38.51 radial; 30/10 or 9/6 internal or external 19.05 0.50 9.88 – 20.31 m 30.19 angles 45 or 90 degree 19.05 0.50 9.88 – 20.31 nr 30.19
Material 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 552.44 1.00 19.75 – 843.43 nr 863.18 inline side or end outlet; outfall 150mm; 2 section concrete trapped outfall; cast iron Mini Beany access cover and frame 529.95 1.00 19.75 – 530.68 nr 550.43
Ancillaries to Mini Beany end cap 15.29 0.25 4.94 – 15.29 nr 20.23 end cap outlets 15.29 0.25 4.94 – 15.29 nr 20.23
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 82.03 0.67 13.17 – 98.32 m 111.49 DBA; 250× 250mm 42.23 0.67 13.17 – 58.52 m 71.69
Charcon Safeticurb; slotted safety channels; for heavy vehicles
DBM; 248×248mm 75.19 0.80 15.80 – 91.48 m 107.28 Clearway; 324× 257mm 86.24 0.80 15.80 – 102.53 m 118.33
Charcon Safeticurb; inspection units; ductile iron lids; including jointing to drainage channels
248× 248×914mm 102.34 1.50 29.63 – 103.30 nr 132.93 Silt box tops; concrete frame; cast iron grid lids; type 1; set over gully
457× 610mm 458.67 2.00 39.50 – 459.63 nr 499.13 Manhole covers; type K; cast iron; providing inspection to blocks and back gullies 582.75 2.00 39.50 – 585.15 nr 624.65
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
Material Excluding site overheads and profit £ hours £ £ £ rate £
Linear Drainage – cont
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 74.70 1.20 23.70 – 85.12 m 108.82 Accessories for M100PPD
connectors; vertical outlet 110mm 17.25 – – – 17.25 nr 17.25 connectors; vertical outlet 160mm 17.25 – – – 17.25 nr 17.25 sump units; 110mm 132.85 1.50 29.63 – 152.01 nr 181.64 universal gully and bucket; 440× 440×1315mm deep 793.05 3.00 59.25 – 828.98 nr 888.23
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 85.00 – – – 85.00 m 85.00 ACO MultiDrain MD Brickslot; offset slot drain grating; load class C250-400
brickslot; galvanized steel; 1000mm 158.80 1.20 23.70 – 158.80 m 182.50 brickslot; stainless steel; 1000mm 173.80 1.20 23.70 – 347.60 m 371.30
Accessories for MultiDrain MD sump unit; complete with sediment bucket and access unit 132.85 1.00 19.75 – 270.20 nr 289.95 end cap; closing piece 7.30 – – – 7.30 nr 7.30 end cap; inlet/outlet 7.30 – – – 7.30 nr 7.30
ACO Drainlock Gratings for M100PPD and M100D system A15 loading
slotted galvanized steel 23.05 0.15 2.96 – 23.05 m 26.01 perforated galvanized steel 42.10 0.15 2.96 – 42.10 m 45.06
C250 loading Heelguard composite black; 500mm long with security locking 55.10 – – – 55.10 m 55.10 Intercept; ductile iron; 500mm long 126.50 – – – 126.50 m 126.50 slotted galvanized steel; 1.00mm long 59.60 – – – 59.60 m 59.60
Material Excluding site overheads and profit £ hours £ £ £ rate £
perforated galvanized steel; 1.00mm long 65.10 – – – 65.10 m 65.10 mesh galvanized steel; 1.00mm long 44.60 – – – 44.60 m 44.60
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 23.70 – 430.42 m 454.12
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 0.99 0.79 10.32 m 12.10 Geofin; 25mm thick × 450mm deep 4.20 0.07 1.32 1.05 14.03 m 16.40 Geofin; 25mm thick × 900mm deep 8.70 0.10 1.98 1.05 27.02 m 30.05
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 0.40 0.16 16.75 m2 17.31
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 7.90 6.74 47.00 m3 61.64 aggregate size 10-20mm; delivered in 70m3 loads 44.00 0.20 3.95 6.05 44.00 m3 54.00
Material Excluding site overheads and profit £ hours £ £ £ rate £
Drainage to roof decks and planters – cont
Maxit Ltd – cont Placed by light aggregate blower (maximum 40m)
aggregate size 10-20mm; delivered in 30m3 loads 47.00 0.14 2.82 – 51.59 m3 54.41 aggregate size 10-20mm; delivered in 55m3 loads on blower vehicle 67.00 0.14 2.82 – 67.00 m3 69.82 aggregate size 10-20mm; delivered in 70m3 loads 44.00 0.14 2.82 – 48.59 m3 51.41
By hand aggregate size 10-20mm; delivered in 30m3 loads 47.00 1.33 26.33 – 47.00 m3 73.33 aggregate size 10-20mm; delivered in 70m3 loads 44.00 1.33 26.33 – 44.00 m3 70.33
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 ×2.08panels 12.05 0.05 0.99 – 13.20 m2 14.19 Floradrain FD60; 1.00 ×2.00panel 21.42 0.07 1.32 – 22.57 m2 23.89
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
Material Excluding site overheads and profit £ hours £ £ £ rate £
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 29.63 – 74.70 nr 104.33 600× 450mm (670×520mm) 71.32 1.80 35.55 – 82.92 nr 118.47 600× 600mm (670×670mm) 76.26 2.00 39.50 – 90.18 nr 129.68
FACTA AA; double seal 450× 450mm (560×560mm) 104.39 1.50 29.63 – 114.84 nr 144.47 600× 450mm (710×560mm) 114.70 1.80 35.55 – 126.31 nr 161.86 600× 600mm (710×710mm) 139.05 2.00 39.50 – 152.98 nr 192.48
FACTA AAA; single seal 450× 450mm (520×520mm) 98.97 1.50 29.63 – 109.42 nr 139.05 600× 450mm (670×520mm) 106.81 1.80 35.55 – 118.42 nr 153.97 600× 600mm (670×670mm) 113.81 2.00 39.50 – 127.73 nr 167.23
FACTA AAA; double seal 450mm×450mm (560×560) 140.00 1.50 29.63 – 150.44 nr 180.07 600mm×450mm (710×560) 152.95 1.80 35.55 – 164.55 nr 200.10 600mm×600mm (710×710) 170.42 2.00 39.50 – 184.35 nr 223.85
FACTA B; single seal 450× 450mm (520×520mm) 83.07 1.50 29.63 – 93.51 nr 123.14 600× 450mm (670×520mm) 103.71 1.80 35.55 – 115.31 nr 150.86 600× 600mm (670×670mm) 120.56 2.00 39.50 – 134.48 nr 173.98
FACTA B; double seal 450× 450mm (560×560mm) 133.19 1.50 29.63 – 143.63 nr 173.26 600× 450mm (710×560mm) 148.28 1.80 35.55 – 159.88 nr 195.43 600× 600mm (710×710mm) 175.40 2.00 39.50 – 189.33 nr 228.83
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 29.63 – 217.39 nr 247.02 600× 450mm (712×562mm) 227.00 1.80 35.55 – 238.60 nr 274.15 600× 600mm (712×712mm) 235.30 2.00 39.50 – 248.67 nr 288.17 750× 600mm (862×712mm) 262.56 2.40 47.40 – 277.65 nr 325.05
FACTA B 450× 450mm (562×562mm) 207.31 1.50 29.63 – 217.75 nr 247.38 600× 450mm (712×562mm) 241.00 1.80 35.55 – 252.60 nr 288.15 600× 600mm (712×712mm) 244.00 2.00 39.50 – 257.93 nr 297.43 750× 600mm (862×712mm) 244.79 2.40 47.40 – 259.88 nr 307.28
FACTA D 450× 450mm (562×562mm) 232.35 1.50 29.63 – 242.79 nr 272.42 600× 450mm (712×562mm) 246.86 1.80 35.55 – 258.46 nr 294.01 600× 600mm (712×712mm) 255.05 2.00 39.50 – 268.98 nr 308.48 750× 600mm (862×712mm) 310.40 2.40 47.40 – 325.49 nr 372.89
Material Excluding site overheads and profit £ hours £ £ £ rate £
Access covers and Frames – cont
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 194.35 2.50 49.38 – 201.34 nr 250.72 pedestrian weight; 450×450mm 331.63 2.50 49.38 – 331.63 nr 381.01 pedestrian weight; 450×600mm 369.35 2.50 49.38 – 376.63 nr 426.01 light vehicular weight; 300×300mm 249.00 2.40 47.40 – 255.99 nr 303.39 light vehicular weight; 450×450mm 191.97 3.00 59.25 – 199.97 nr 259.22 light vehicular weight; 450×600mm 381.39 4.00 79.00 – 388.38 nr 467.38 heavy vehicular weight; 300×300mm 249.55 3.00 59.25 – 256.83 nr 316.08 heavy vehicular weight; 450×600mm 395.38 3.00 59.25 – 403.38 nr 462.63 heavy vehicular weight; 600×600mm 464.00 4.00 79.00 – 475.64 nr 554.64
Extra over manhole frames and covers for
filling recessed manhole covers with brick paviors; PC £305.00/1000 13.42 1.00 19.75 – 14.02 m2 33.77 filling recessed manhole covers with vehicular paving blocks; PC £8.99/m2 8.99 0.75 14.81 – 9.59 m2 24.40 filling recessed manhole covers with concrete paving flags; PC £24.49/m2 14.76 0.35 6.91 – 15.12 m2 22.03
