ABSTRACT
Walls, curved on plan half brick thick 0.30 32.14 2.36 12.09 m2 46.59 one brick thick 0.57 61.90 4.59 24.72 m2 91.21 one and a half bricks thick 0.82 89.04 6.63 37.75 m2 133.43 two bricks thick 1.06 114.89 8.53 50.61 m2 174.03
Walls, with a battered face half brick thick 0.33 35.73 2.65 12.09 m2 50.47 one brick thick 0.63 68.41 5.08 24.72 m2 98.21 one and a half bricks thick 0.91 98.49 7.31 37.75 m2 143.55 two bricks thick 1.16 126.18 9.36 50.61 m2 186.16
Facework to concrete half brick thick 0.25 26.82 1.99 19.93 m2 48.75 one brick thick 0.48 51.91 3.85 32.56 m2 88.32 one and a half bricks thick 0.69 75.36 5.59 45.59 m2 126.55 two bricks thick 0.90 97.51 7.24 58.37 m2 163.12
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
BRICKWORK – cont’d Common bricks; in stretcher bond; in cement mortar designation (ii) – cont’d In alteration work half brick thick 0.30 32.14 2.39 19.93 m2 54.46 one brick thick 0.57 61.90 4.59 32.56 m2 99.05 one and a half bricks thick 0.82 89.37 6.63 45.59 m2 141.60 two bricks thick 1.06 114.89 8.53 58.37 m2 181.79 ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of common bricks half brick thick - - - 0.66 m2 0.66 one brick thick - - - 1.32 m2 1.32 one and a half bricks thick - - - 1.98 m2 1.98 two bricks thick - - - 2.65 m2 2.65 Copings; standard header-on-edge; 215 mm wide x 103 mm high 0.11 11.40 0.85 2.71 m 14.96 ADD or DEDUCT to copings for variation of £1.00/100 in PC of common bricks - - - 0.14 m 0.14 Class A engineering bricks, perforated; in cement mortar designation (ii) Walls half brick thick 0.27 29.21 2.17 23.07 m2 54.45 one brick thick 0.52 56.47 4.19 46.67 m2 107.33 one and a half bricks thick 0.75 81.77 6.07 70.68 m2 158.51 two bricks thick 0.97 105.44 7.82 94.52 m2 207.79 Walls, curved on plan half brick thick 0.37 40.18 2.98 23.07 m2 66.22 one brick thick 0.70 76.56 5.68 46.67 m2 128.91 one and a half bricks thick 1.01 109.68 8.14 70.68 m2 188.49 two bricks thick 1.29 139.87 10.38 94.52 m2 244.76 Walls, with a battered face half brick thick 0.37 40.18 2.98 23.07 m2 66.22 one brick thick 0.70 76.56 5.68 46.67 m2 128.91 one and a half bricks thick 1.01 109.68 8.14 70.68 m2 188.49 two bricks thick 1.29 139.87 10.38 94.52 m2 244.76 Facework to concrete half brick thick 0.32 34.21 2.54 30.91 m2 67.65 one brick thick 0.60 65.70 4.88 54.51 m2 125.09 ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of engineering bricks half brick thick - - - 0.66 m2 0.66 one brick thick - - - 1.32 m2 1.32 one and a half bricks thick - - - 1.98 m2 1.98 two bricks thick - - - 2.65 m2 2.65 Brick coping in standard bricks in headers on edge; 215 mm wide x 103 mm high 0.29 31.49 2.34 7.00 m 40.83 ADD or DEDUCT to copings for variation of £1.00/100 in PC of Class A engineering bricks - - - 0.14 m 0.14
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
Class B engineering bricks, perforated; in cement mortar designation (ii) Walls
half brick thick 0.29 31.49 2.34 16.42 m2 50.24 one brick thick 0.48 52.67 3.91 33.92 m2 90.50 one and a half bricks thick 0.69 75.47 5.60 49.62 m2 130.70 two bricks thick 0.91 98.27 7.29 64.18 m2 169.75
Walls, curved on plan half brick thick 0.42 45.17 3.35 16.42 m2 64.94 one brick thick 0.78 84.70 6.29 33.92 m2 124.91 one and a half bricks thick 1.04 112.93 8.38 49.62 m2 170.94 two bricks thick 1.30 141.17 10.48 64.18 m2 215.82
Walls, with battered face half brick thick 0.42 45.17 3.35 16.42 m2 64.94 one brick thick 0.78 84.70 6.29 33.92 m2 124.91 one and a half bricks thick 1.04 112.93 8.38 49.62 m2 170.94 two bricks thick 1.30 141.17 10.48 64.18 m2 215.82
Facework to concrete half brick thick 0.32 34.53 2.56 24.23 m2 61.32 one brick thick 0.56 60.81 4.51 41.73 m2 107.06
ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of engineering bricks
half brick thick - - - 0.66 m2 0.66 one brick thick - - - 1.32 m2 1.32 one and a half bricks thick - - - 1.98 m2 1.98 two bricks thick - - - 2.65 m2 2.65
Brick coping in standard bricks in headers on edge;
215 mm wide x 103 mm high 0.13 14.55 1.08 3.16 m 18.79 ADD or DEDUCT to copings for variation of £1.00/100 in PC of Class B engineering bricks - - - 0.14 m 0.14
Facing bricks; in lime mortar designation (ii) Walls
half brick thick 0.34 36.92 2.74 32.59 m2 72.25 one brick thick 0.57 62.33 5.62 65.72 m2 133.67 one and a half bricks thick 0.83 89.80 6.66 99.25 m2 195.71 two bricks thick 1.08 117.28 8.70 132.61 m2 258.59
Walls, curved on plan half brick thick 0.45 48.87 3.63 32.59 m2 85.08 one brick thick 0.84 91.22 6.77 65.72 m2 163.70 one and a half bricks thick 1.11 121.08 8.98 99.25 m2 229.31 two bricks thick 1.39 150.94 11.20 132.61 m2 294.76
Walls, with a battered face half brick thick 0.45 48.87 3.63 32.59 m2 85.08 one brick thick 0.84 91.22 6.77 65.72 m2 163.70 one and a half bricks thick 1.11 121.08 8.98 99.25 m2 229.31 two bricks thick 1.39 150.94 11.20 132.61 m2 294.76
Facework to concrete half brick thick 0.37 39.96 2.85 40.43 m2 83.25 one brick thick 0.66 71.67 5.32 73.56 m2 150.55
Extra over common brickwork in English bond for facing with facing bricks in lime mortar designation (ii) 0.11 12.16 0.90 21.43 m2 34.50
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
BRICKWORK – cont’d Facing bricks; in lime mortar designation (ii) - cont’d ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of facing bricks half brick thick - - - 0.66 m2 0.66 one brick thick - - - 1.32 m2 1.32 one and a half bricks thick - - - 1.98 m2 1.98 two bricks thick - - - 2.65 m2 2.65 Brick coping in standard bricks in headers on edge; 215 mm wide x 103 mm high 0.13 14.55 1.08 6.92 m 22.55 Flat arches in standard stretchers on end; 103 mm wide x 215 mm high 0.21 22.80 1.69 6.68 m 31.18 Flat arches in bullnose stretchers on end; 103 mm x 215 mm high 0.22 23.89 1.78 41.64 m 67.30 Segmental arches in single ring stretchers on end; 103 mm wide x 215 mm high 0.37 40.18 2.98 6.68 m 49.84 Segmental arches in double ring stretchers on end; 103 mm wide x 440 mm high 0.49 53.21 3.95 27.07 m 84.22 Segmental arches; cut voussoirs 103 mm wide x 215 mm high 0.39 42.35 3.14 185.64 m 231.13 ADD or DEDUCT to copings and arches for variation of £1.00/100 in PC of facing bricks header-on-edge - - - 0.14 m 0.14 stretcher-on-end - - - 0.14 m 0.14 stretcher-on-end bullnose specials - - - 0.14 m 0.14 single ring - - - 0.14 m 0.14 two ring - - - 0.28 m 0.28 BLOCKWORK AND STONEWORK Lightweight concrete blocks; solid; 3.5 N/mm²; in cement-lime mortar Walls 100 mm thick; 0.17 18.89 1.40 8.14 m2 28.44 140 mm thick; 0.23 24.43 1.81 9.43 m2 35.68 215 mm thick; 0.28 29.86 2.21 14.60 m2 46.67 Walls, curved on plan 100 mm thick; 0.23 25.08 1.86 8.14 m2 35.08 140 mm thick; 0.30 32.47 2.41 9.43 m2 44.31 215 mm thick; 0.37 39.74 2.95 14.60 m2 57.29 Facework to concrete 100 mm thick; 0.18 19.44 1.44 15.98 m2 36.86 140 mm thick; 0.23 25.19 1.87 17.27 m2 44.34 215 mm thick; 0.28 30.73 2.28 22.44 m2 55.45 In alteration work 100 mm thick; 0.17 18.89 1.40 8.14 m2 28.44 140 mm thick; 0.23 24.43 1.81 9.43 m2 35.68 215 mm thick; 0.28 29.86 2.21 14.60 m2 46.67
Item
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Plant £
Material £ Unit
Total rate £
Dense concrete blocks; solid; 3.5 or 7 N/mm²; in cement-lime mortar Walls
100 mm thick; 0.17 18.46 1.37 6.47 m2 26.30 140 mm thick; 0.20 21.72 1.61 8.31 m2 31.64 215 mm thick; 0.24 26.06 1.93 15.89 m2 43.88
Walls, curved on plan 100 mm thick; 0.23 24.54 1.82 6.47 m2 32.83 140 mm thick; 0.23 24.54 2.14 8.31 m2 35.00 215 mm thick; 0.32 34.64 2.57 15.58 m2 52.79
Facework to concrete 100 mm thick; 0.17 19.00 1.41 14.31 m2 34.73 140 mm thick; 0.21 22.37 1.66 16.16 m2 40.19 215 mm thick; 0.35 38.01 2.34 23.42 m2 63.77
In alteration work 100 mm thick; 0.27 28.89 1.82 6.47 m2 37.17 140 mm thick; 0.26 28.23 2.14 8.31 m2 38.69 215 mm thick; 0.32 34.64 2.57 15.58 m2 52.79
Reconstituted stone; Bradstone 100 bed weathered Cotswold or North Cerney masonry blocks; rough hewn rock faced blocks; in coloured cement-lime mortar designation (1:2:9) (iii) Walls, thickness 100mm
vertical and straight 0.30 32.58 2.42 62.29 m2 97.29 curved on plan 0.39 42.35 3.14 62.29 m2 107.79 with a battered face 0.34 37.46 2.78 62.29 m2 102.54 in arches 0.57 62.44 4.63 62.29 m2 129.37
Facing to concrete; wall ties vertical and straight 0.24 25.74 1.91 101.95 m2 129.59 curved on plan 0.32 34.21 2.54 101.95 m2 138.69 with a battered face 0.36 38.66 2.87 101.95 m2 143.48
Reconstituted stone; Bradstone Architectural dressings in weathered Cotswold or North Cerney shades; in coloured cement-lime mortar designation (1:2:9) (iii) Copings; twice weathered and throated
152 x 76 mm ; 0.08 8.69 0.64 17.56 m 26.90 152 x 76 mm; curved on plan; 0.11 11.51 0.85 65.15 m 77.51 305 x 76 mm; 0.10 10.86 0.81 34.03 m 45.70 305 x 76 mm; curved on plan; 0.13 14.44 1.07 83.47 m 98.98
Corbels 479 x 100 x 215 mm, splayed 0.49 53.21 3.95 99.32 nr 156.47 665 x 100 x 215 mm, splayed 0.55 59.73 4.43 137.03 nr 201.18
Pier caps 305 x 305 mm 0.09 9.77 0.72 14.45 nr 24.95 381 x 381 mm 0.11 11.95 0.89 20.41 nr 33.25 457 x 457 mm 0.13 14.12 1.05 27.93 nr 43.09 533 x 533 mm 0.15 16.29 1.21 38.89 nr 56.39
Lintels 100 x 140 mm 0.11 11.95 0.89 30.78 m 43.61 100 x 215 mm 0.16 17.37 1.29 40.60 m 59.26
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Total rate £
Natural stone ashlar; Portland Whitbed limestone; in cement-lime mortar designation (iii) Walls vertical and straight 12.70 1379.11 89.92 2864.10 m3 4333.13 curved on plan 19.30 2095.81 155.55 4286.77 m3 6538.12 with a battered face 19.30 2095.81 155.55 4286.77 m3 6538.12 Facing to concrete; wall ties vertical and straight 17.00 1846.05 137.01 2905.93 m3 4888.99 curved on plan 25.80 2801.65 207.93 4328.60 m3 7338.18 with a battered face 25.80 2801.65 207.93 4328.60 m3 7338.18 Copings; twice weathered and throated 250 x 150 mm 0.45 48.87 3.63 152.36 m 204.85 250 x 150 mm; curved on plan 0.45 48.87 3.63 182.79 m 235.28 400 x 150 mm 0.49 53.21 3.95 223.96 m 281.12 400 x 150 mm; curved on plan 0.49 53.21 3.95 268.72 m 325.88 Shaped and dressed string courses 75 mm projection x 150 mm high 0.45 48.87 3.63 120.68 m 173.17 Corbel 500 x 450 x 300 mm 0.55 59.73 4.43 168.84 nr 233.00 Keystone 750 x 900 x 300 mm (extreme) 1.30 141.17 10.48 673.48 nr 825.13 Random rubble uncoursed , weighing 2.0 t/m3 of wall; in cement-lime mortar designation (iii) Walls vertical and straight 4.17 452.82 33.61 296.45 m3 782.88 curved on plan 4.67 507.12 37.64 330.85 m3 875.61 with a battered face 4.67 507.12 37.64 330.85 m3 875.61 in arches 8.53 926.28 68.74 330.85 m3 1325.88 Facework to concrete vertical and straight 4.17 452.82 33.61 338.70 m3 825.13 curved on plan 4.67 507.12 37.64 338.70 m3 883.46 with a battered face 4.67 507.12 37.64 338.70 m3 883.46 in arches 8.53 926.28 68.74 338.70 m3 1333.72 Copings 500 x 125 mm 0.49 53.21 3.95 253.14 m 310.30 Squared random rubble uncoursed , weighing 2.0 t/m3 of wall; in cement-lime mortar designation (iii) Walls vertical and straight 4.17 452.82 33.61 472.85 m3 959.28 curved on plan 4.67 507.12 37.64 472.85 m3 1017.61 with a battered face 4.67 507.12 37.64 472.85 m3 1017.61 in arches 8.53 926.28 68.74 472.85 m3 1467.88 Facework to concrete vertical and straight 4.17 452.82 33.61 480.69 m3 967.13 curved on plan 4.67 507.12 37.64 480.69 m3 1025.45 with a battered face 4.67 507.12 37.64 480.69 m3 1025.45 in arches 8.53 926.28 68.74 480.69 m3 1475.72 Copings 500 x 125 mm 0.49 53.21 3.95 253.14 m 310.30
Item
Gang hours
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Plant £
Material £ Unit
Total rate £
Dry rubble , weighing 2.0 t/m3 of wall Walls
vertical and straight 3.83 415.90 30.87 344.71 m3 791.48 curved on plan 4.33 470.20 34.90 344.71 m3 849.80 with a battered face 4.33 470.20 34.90 344.71 m3 849.80
Copings formed of rough stones 275 x 200 mm (average) high 0.45 48.87 3.63 28.30 m 80.79 500 x 200 mm 0.55 59.73 4.43 52.96 m 117.12
