ABSTRACT
Foundations to kerbs Excavating trenches; width 300 mm; 3 tonne excavator depth 300 mm - 0.10 2.05 0.41 2.96 m 5.42 depth 400 mm - 0.11 2.28 0.46 3.96 m 6.70
By hand - 0.60 12.35 - 4.93 m 17.28 Excavating trenches; width 450 mm; 3 tonne excavator; disposal off site depth 300 mm - 0.13 2.56 0.62 4.44 m 7.62 depth 400 mm - 0.14 2.93 0.70 5.94 m 9.57
Disposal Excavated material; off site; to tip grab loaded 7.25 m3 - - - - - m3 2.96
Disposal by skip; 6 yd3 (4.6 m3) by machine - - - 41.26 - m3 41.26 by hand - 4.00 82.00 44.34 - m3 126.34
Foundations; to kerbs, edgings or channels; in situ concrete; 21 N/mm2 - 20 mm aggregate (1:2:4) site mixed; one side against earth face, other against formwork (not included); site mixed concrete Site mixed concrete 150 wide x 100 mm deep - 0.13 2.73 - 1.78 m 4.51 150 wide x 150 mm deep - 0.17 3.42 - 2.66 m 6.08 200 wide x 150 mm deep - 0.20 4.10 - 3.55 m 7.65 300 wide x 150 mm deep - 0.23 4.78 - 5.33 m 10.11 600 wide x 200 mm deep - 0.29 5.86 - 14.20 m 20.06
Ready mixed concrete 150 wide x 100 mm deep - 0.13 2.73 - 1.36 m 4.09 150 wide x 150 mm deep - 0.17 3.42 - 2.03 m 5.45 200 wide x 150 mm deep - 0.20 4.10 - 2.71 m 6.81 300 wide x 150 mm deep - 0.23 4.78 - 4.07 m 8.85 600 wide x 200 mm deep - 0.29 5.86 - 10.84 m 16.70
Formwork; sides of foundations (this will usually be required to one side of each kerb foundation adjacent to road sub-bases) 100 mm deep - 0.04 0.85 - 0.18 m 1.03 150 mm deep - 0.04 0.85 - 0.26 m 1.12
Precast concrete edging units; including haunching with in situ concrete; 11.50 N/ mm2 - 40 mm aggregate both sides Edgings; rectangular, bullnosed or chamfered 50 x 150 mm 1.54 0.33 6.83 - 6.77 m 13.61 125 x 150 mm bullnosed 1.68 0.33 6.83 - 6.91 m 13.74 50 x 200 mm 2.29 0.33 6.83 - 7.53 m 14.36 50 x 250 mm 2.66 0.33 6.83 - 7.90 m 14.73 50 x 250 mm flat top 3.29 0.33 6.83 - 8.52 m 15.35
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
Q10 KERBS/EDGINGS/CHANNELS/ PAVING ACCESSORIES – cont'd
Marshalls Mono; small element precast concrete kerb system; Keykerb Large (KL) upstand of 100 - 125 mm; on 150 mm concrete foundation including haunching with in situ concrete 1:3:6 1 side Bullnosed or half battered; 100 x 127 x 200 mm laid straight 12.54 0.80 16.40 - 13.64 m 30.04 radial blocks laid to curve; 8 blocks/1/4 circle - 500 mm radius 9.65 0.80 16.40 - 10.75 m 27.15 radial blocks laid to curve; 8 radial blocks; alternating 8 standard blocks/1/4 circle - 1000 mm radius 15.92 1.25 25.63 - 17.02 m 42.65 radial blocks; alternating 16 standard blocks/1/4 circle - 1500 mm radius 14.65 1.50 30.75 - 15.75 m 46.50 internal angle 90° 5.29 0.20 4.10 - 5.29 nr 9.39 external angle 5.29 0.20 4.10 - 5.29 nr 9.39 drop crossing kerbs; KL half battered to KL splay; LH and RH 11.08 1.00 20.50 - 12.18 pair 32.68 drop crossing kerbs; KL half battered to KS bullnosed 10.78 1.00 20.50 - 11.88 pair 32.38
Marshalls Mono; small element precast concrete kerb system; Keykerb Small (KS) upstand of 25 - 50 mm; on 150 mm concrete foundation including haunching with in situ concrete 1:3:6 1 side Half battered laid straight 8.81 0.80 16.40 - 9.91 m 26.31 radial blocks laid to curve; 8 blocks/1/4 circle - 500 mm radius 7.25 1.00 20.50 - 8.34 m 28.84 radial blocks laid to curve; 8 radial blocks; alternating 8 standard blocks/1/4 circle - 1000 mm radius 11.65 1.25 25.63 - 12.75 m 38.37 radial blocks; alternating 16 standard blocks/1/4 circle - 1500 mm radius 12.47 1.50 30.75 - 13.57 m 44.32 internal angle 90° 5.29 0.20 4.10 - 5.29 nr 9.39 external angle 5.29 0.20 4.10 - 5.29 nr 9.39
Second-hand granite setts; 100 x 100 mm; bedding in cement mortar (1:4); on 150 mm deep concrete foundations; including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side Edgings 300 mm wide 13.24 1.33 27.33 - 17.50 m 44.84
Brick or block stretchers; bedding in cement mortar (1:4); on 150 mm deep concrete foundations, including haunching with in situ concrete; 11.50 N/ mm2 - 40 mm aggregate one side Single course concrete paving blocks; PC £8.72/m2; 200 x 100 x 60 mm 0.87 0.31 6.31 - 3.84 m 10.15
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
engineering bricks; PC £300.00/1000; 215 x 102.5 x 65 mm 1.29 0.40 8.20 - 4.32 m 12.52 paving bricks; PC £500.00/1000; 215 x 102.5 x 65 mm 2.22 0.40 8.20 - 5.19 m 13.39
Two courses concrete paving blocks; PC £8.72/m2; 200 x 100 x 60 mm 1.74 0.40 8.20 - 5.20 m 13.40 engineering bricks; PC £300.00/1000; 215 x 102.5 x 65 mm 2.58 0.57 11.71 - 6.16 m 17.87 paving bricks; PC £500.00/1000; 215 x 102.5 x 65 mm 4.44 0.57 11.71 - 7.90 m 19.61
Three courses concrete paving blocks; PC £8.72/m2; 200 x 100 x 60 mm 2.62 0.44 9.11 - 6.07 m 15.18 engineering bricks; PC £300.00/1000; 215 x 102.5 x 65 mm 3.87 0.67 13.67 - 7.51 m 21.18 paving bricks; PC £500.00/1000; 215 x 102.5 x 65 mm 6.67 0.67 13.67 - 10.12 m 23.78
Brick or block headers; brick on flat; bedding in cement mortar (1:4); on 150 mm deep concrete foundations; including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side Single course concrete paving blocks; PC £8.72/m2; 200 x 100 x 60 mm 1.74 0.62 12.61 - 4.71 m 17.32 engineering bricks; PC £300.00/1000; 215 x 102.5 x 65 mm 2.58 0.80 16.40 - 5.68 m 22.08 paving bricks; PC £500.00/1000; 215 x 102.5 x 65 mm 4.44 0.80 16.40 - 7.41 m 23.81
Bricks on edge; bedding in cement mortar (1:4); on 150 mm deep concrete foundations; including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side One brick wide engineering bricks; 215 x 102.5 x 65 mm 3.87 0.57 11.71 - 7.63 m 19.34 paving bricks; 215 x 102.5 x 65 mm 6.67 0.57 11.71 - 10.24 m 21.95
Two courses; stretchers laid on edge; 225 mm wide engineering bricks; 215 x 102.5 x 65 mm 7.73 1.20 24.60 - 12.77 m 37.37 paving bricks; 215 x 102.5 x 65 mm 13.33 1.20 24.60 - 17.98 m 42.58
Extra over bricks on edge for standard kerbs to one side; haunching in concrete 125 x 255 mm; ref HB2; SP 3.93 0.44 9.11 - 7.07 m 16.18
New granite sett edgings; CED Ltd; 100 x 100 x 100 mm; bedding in cement mortar (1:4); including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side; concrete foundations (not included) Edgings 100 x 100 x 100 mm; ref 1R "better quality" with 20 mm pointing gaps 100 mm wide 2.71 1.33 27.27 - 5.20 m 32.47 2 rows; 220 mm wide 5.42 2.22 45.51 - 8.65 m 54.16
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
Q10 KERBS/EDGINGS/CHANNELS/ PAVING ACCESSORIES – cont'd
New granite sett edgings; CED Ltd; 100 x 100 x 100 mm; bedding in cement mortar (1:4); including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side; concrete foundations (not included) – cont'd 3 rows; 340 mm wide 8.13 3.00 61.50 - 10.67 m 72.17
Edgings 100 x 100 x 200 mm; ref 1R "better quality" with 20 mm pointing gaps 100 mm wide 2.40 0.75 15.38 - 4.89 m 20.27 2 rows; 220 mm wide 4.79 1.50 30.75 - 8.02 m 38.77 3 rows; 340 mm wide 7.19 2.25 46.13 - 9.73 m 55.85
Edgings 100 x 100 x 100 mm; ref 8R "standard quality" with 20 mm pointing gaps 100 mm wide 2.69 1.33 27.27 - 5.18 m 32.44 2 rows; 220 mm wide 5.37 2.22 45.51 - 8.60 m 54.11 3 rows; 340 mm wide 8.06 3.00 61.50 - 10.59 m 72.09
Edgings 100 x 100 x 200 mm; ref 8R "standard quality" with 20 mm pointing gaps 100 mm wide 3.76 0.75 15.38 - 6.26 m 21.63 2 rows; 220 mm wide 7.52 1.50 30.75 - 10.75 m 41.50 3 rows; 340 mm wide 11.29 2.25 46.13 - 13.82 m 59.95
Reclaimed granite setts edgings; CED Ltd; 100 x 100 mm; bedding in cement mortar (1:4); including haunching with in situ concrete; 11.50 N/mm2 - 40 mm aggregate one side; on concrete foundations (not included) Edgings 100 x 100 x 100 mm; with 20 mm pointing gaps 100 mm wide 3.94 1.33 27.27 - 6.44 m 33.70 2 rows; 220 mm wide 7.88 2.22 45.51 - 11.11 m 56.62 3 rows; 340 mm wide 11.83 3.00 61.50 - 14.36 m 75.86
Channels; bedding in cement mortar (1:3); joints pointed flush; on concrete foundations (not included) Three courses stretchers; 350 mm wide; quarter bond to form dished channels engineering bricks; PC £300.00/1000; 215 x 102.5 x 65 mm 3.87 1.00 20.50 - 5.15 m 25.65 paving bricks; PC £500.00/1000; 215 x 102.5 x 65 mm 6.67 1.00 20.50 - 7.75 m 28.25
Three courses granite setts; 340 mm wide; to form dished channels 340 mm wide 13.24 2.00 41.00 - 15.73 m 56.73
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
Permaloc "AshphaltEdge"; RTS Ltd; extruded aluminium alloy L shaped edging with 5.33 mm exposed upper lip; edging fixed to roadway base and edge profile with 250 mm steel fixing spike; laid to straight or curvilinear road edge; subsequently filled with macadam (not included) Depth of macadam 38 mm 7.34 0.02 0.34 - 7.52 m 7.87 51 mm 8.27 0.02 0.35 - 8.48 m 8.83 64 mm 9.14 0.02 0.37 - 9.37 m 9.74 76 mm 11.05 0.02 0.41 - 11.33 m 11.74 102 mm 12.86 0.02 0.43 - 13.18 m 13.61
Permaloc "Cleanline"; RTS Ltd; heavy duty straight profile edging; for edgings to soft landscape beds or turf areas; 3.2 mm x 102 high; 3.2 mm thick with 4.75 mm exposed upper lip; fixed to form straight or curvilinear edge with 305 mm fixing spike Milled aluminium 100 deep 8.41 0.02 0.37 - 8.62 m 8.99
Black 100 deep 8.41 0.02 0.37 - 8.62 m 8.99
Permaloc "Permastrip"; RTS Ltd; heavy duty L shaped profile maintenance strip; 3.2 mm x 89 mm high with 5.2 mm exposed top lip; for straight or gentle curves on paths or bed turf interfaces; fixed to form straight or curvilinear edge with standard 305 mm stake; other stake lengths available Milled aluminium 89 deep 8.41 0.02 0.37 - 8.62 m 8.99
Black 89 deep 8.41 0.02 0.37 - 8.62 m 8.99
Permaloc "Proline"; RTS Ltd; medium duty straight profiled maintenance strip; 3.2 mm x 102 mm high with 3.18 mm exposed top lip; for straight or gentle curves on paths or bed turf interfaces; fixed to form straight or curvilinear edge with standard 305 mm stake; other stake lengths available Milled aluminium 89 deep 7.32 0.02 0.37 - 7.50 m 7.88
Black 89 deep 7.32 0.02 0.37 - 7.50 m 7.88
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
Q10 KERBS/EDGINGS/CHANNELS/ PAVING ACCESSORIES – cont'd
Exceledge "SuperEdge"; recycled vinyl edging; black; 3 x 150 mm high with 5 mm diameter bead on each edge; for edging to soft landscape turf or bedding areas; formed by heat to required angle, or fixed to form straight or curvilinear lines using 350 mm galvanized fixing stakes 150 mm deep 5.49 0.02 0.37 - 5.49 m 5.86
Exceledge "BrickEdge"; recycled vinyl hard landscape edging former; black; 50 mm high with 76 mm return; 3 mm thick wall for the retention of bricks, blocks and loose or bonded gravels; fixed with steel fixing spikes at 300 mm centres Flexible; 50 mm deep 6.05 0.02 0.37 - 6.05 m 6.42 Rigid; 50 mm deep 6.05 0.02 0.37 - 6.05 m 6.42
Exceledge "EdgeKing"; polyethylene flexible edging; black; used for turfed areas and retention of loose fill materials; with 25 mm diameter rounded hose top for bold demarcation and safety in play areas; fixed with steel vee-stakes at 45° angle into adjacent material or to prefixed timber supports using screws and washers 125 mm deep 3.98 0.02 0.37 - 3.98 m 4.35 Corner pieces 5.71 - - - 5.71 ea - Joiner plugs 0.73 - - - 0.73 ea -
Exceledge "Borderline"; tree rings; preformed unit from 100 mm high rolled steel in galvanized or powder coated (black or brown) finish; for circular traditional lawn edging around trees, bushes, flag poles or part of a feature; fixed with flat steel matching stakes 700 mm 14.37 0.50 10.25 - 14.37 ea 24.62 900 mm 17.25 0.55 11.28 - 17.25 ea 28.52 1200 mm 24.97 0.60 12.30 - 24.97 ea 37.27 1500 mm 28.32 0.65 13.32 - 28.32 ea 41.64 1800 mm 31.65 0.70 14.35 - 31.65 ea 46.00
Q20 GRANULAR SUB-BASES TO ROADS/PAVING
Hardcore bases; obtained off site; PC £8.00/m3
By machine 100 mm thick 2.07 0.05 1.02 2.09 2.07 m2 5.19 150 mm thick 3.10 0.07 1.37 2.62 3.10 m2 7.09 over 150 thick 20.70 0.50 10.25 20.90 20.70 m3 51.85
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
By hand 100 mm thick 2.07 0.20 4.10 0.50 2.07 m2 6.67 150 mm thick 3.10 0.30 6.16 0.50 3.73 m2 10.38
Hardcore; difference for each £1.00 increase/decrease in PC price per m3; price will vary with type and source of hardcore average 75 mm thick - - - - 0.08 m2 - average 100 mm thick - - - - 0.10 m2 - average 150 mm thick - - - - 0.15 m2 - average 200 mm thick - - - - 0.20 m2 - average 250 mm thick - - - - 0.25 m2 - average 300 mm thick - - - - 0.30 m2 - exceeding 300 mm thick - - - - 1.10 m3 -
Type 1 granular fill base; PC £19.20/tonne (£42.24/m3 compacted) By machine 100 mm thick 4.22 0.03 0.57 0.56 4.22 m2 5.36 150 mm thick 6.34 0.03 0.51 0.78 6.34 m2 7.63
By hand (mechanical compaction) 100 mm thick 4.22 0.17 3.42 0.17 4.22 m2 7.81 150 mm thick 6.34 0.25 5.13 0.25 6.34 m2 11.71
Surface treatments Sand blinding; to hardcore base (not included); 25 mm thick 1.01 0.03 0.68 - 1.01 m2 1.70 Sand blinding; to hardcore base (not included); 50 mm thick 2.02 0.05 1.02 - 2.02 m2 3.05 Filter fabrics; to hardcore base (not included) 0.50 0.01 0.20 - 0.52 m2 0.73
Q21 IN SITU CONCRETE ROADS/ PAVINGS
Unreinforced concrete; on prepared sub-base (not included) Paths and roads; 21.00 N/mm2 - 20 mm aggregate (1:2:4) mechanically mixed on site 100 mm thick 11.83 0.13 2.56 - 12.43 m2 14.99 150 mm thick 17.75 0.17 3.42 - 18.64 m2 22.06
Formwork for in situ concrete Sides of foundations height not exceeding 250 mm 0.44 0.05 1.02 - 0.73 m 1.76
Extra over formwork for curved work 6 m radius - 0.25 5.13 - - m 5.13 Steel road forms; to edges of beds or faces of foundations 150 mm wide - 0.20 4.10 1.40 - m 5.50
Reinforcement; fabric; side laps 150 mm; head laps 300 mm; mesh 200 x 200 mm; in roads, footpaths or pavings Fabric ref A142 (2.22 kg/m2) 3.77 0.08 1.70 - 4.14 m2 5.85 ref A193 (3.02 kg/m2) 5.13 0.08 1.70 - 5.64 m2 7.34
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
Q21 IN SITU CONCRETE ROADS/ PAVINGS – cont'd
Reinforced in situ concrete; mechanically mixed on site; normal Portland cement; on hardcore base (not included); reinforcement (not included) Roads; 11.50 N/mm2 - 40 mm aggregate (1:3:6) 100 mm thick 10.46 0.40 8.20 - 10.72 m2 18.92 150 mm thick 15.69 0.60 12.30 - 16.09 m2 28.39 200 mm thick 20.93 0.80 16.40 - 21.45 m2 37.85
Roads; 21.00 N/mm2 - 20 mm aggregate (1:2:4) 100 mm thick 11.83 0.40 8.20 - 12.13 m2 20.33 150 mm thick 17.75 0.60 12.30 - 18.20 m2 30.50 200 mm thick 23.67 0.80 16.40 - 24.26 m2 40.66
Roads; 25.00 N/mm2 - 20 mm aggregate GEN 4 ready mixed 100 mm thick 9.37 0.40 8.20 - 9.60 m2 17.80 150 mm thick 14.05 0.60 12.30 - 14.41 m2 26.71 200 mm thick 18.73 0.80 16.40 - 19.20 m2 35.60 250 mm thick 23.42 1.00 20.50 0.68 24.00 m2 45.18
Reinforced in situ concrete; ready mixed; discharged directly into location from supply lorry; normal Portland cement; on hardcore base (not included); reinforcement (not included) Roads; 11.50 N/mm2 - 40 mm aggregate (1:3:6) 100 mm thick 9.24 0.16 3.28 - 9.24 m2 12.52 150 mm thick 13.87 0.24 4.92 - 13.87 m2 18.79 200 mm thick 18.49 0.36 7.38 - 18.49 m2 25.87 250 mm thick 23.11 0.54 11.07 0.68 23.11 m2 34.86 300 mm thick 27.73 0.66 13.53 0.68 27.73 m2 41.95
Roads; 21.00 N/mm2 - 20 mm aggregate (1:2:4) 100 mm thick 9.29 0.16 3.28 - 9.29 m2 12.57 150 mm thick 13.94 0.24 4.92 - 13.94 m2 18.86 200 mm thick 18.59 0.36 7.38 - 18.59 m2 25.97 250 mm thick 23.23 0.54 11.07 0.68 23.23 m2 34.99 300 mm thick 27.88 0.66 13.53 0.68 27.88 m2 42.09
Roads; 26.00 N/mm2 - 20 mm aggregate (1:1:5:3) 100 mm thick 9.73 0.16 3.28 - 9.73 m2 13.01 150 mm thick 14.60 0.24 4.92 - 14.60 m2 19.52 200 mm thick 19.46 0.36 7.38 - 19.46 m2 26.84 250 mm thick 24.33 0.54 11.07 0.68 24.33 m2 36.08 300 mm thick 29.20 0.66 13.53 0.68 29.20 m2 43.41
Concrete sundries Treating surfaces of unset concrete; grading to cambers; tamping with 75 mm thick steel shod tamper or similar - 0.13 2.73 - - m2 2.73
Expansion joints 13 mm thick joint filler; formwork width or depth not exceeding 150 mm 1.81 0.20 4.10 - 2.49 m 6.59
PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £
width or depth 150 - 300 mm 1.55 0.25 5.13 - 2.92 m 8.04 width or depth 300 - 450 mm 0.70 0.30 6.15 - 2.75 m 8.90
25 mm thick joint filler; formwork width or depth not exceeding 150 mm 2.65 0.20 4.10 - 3.33 m 7.43 width or depth 150 - 300 mm 2.65 0.25 5.13 - 4.02 m 9.14 width or depth 300 - 450 mm 2.65 0.30 6.15 - 4.70 m 10.85
Sealants; sealing top 25 mm of joint with rubberized bituminous compound 1.28 0.25 5.13 - 1.28 m 6.40
Q22 COATED MACADAM/ASPHALT ROADS/PAVINGS
Coated macadam/asphalt roads/pavings - General Preamble: The prices for all in situ finishings to roads and footpaths include for work to falls, crossfalls or slopes not exceeding 15° from horizontal; for laying on prepared bases (not included) and for rolling with an appropriate roller. Users should note the new terminology for the surfaces described below which is to European standard descriptions. The now redundant descriptions for each course are shown in brackets. Note: The rates below are for smaller areas up to 200 m2.
