ABSTRACT
NOTES Apply the following multipliers to both labour and plant for rubble walls: height 2 to 5 m 1.21 height 5 to 10 m 1.37 wall to radius small 1.75 wall to radius large 1.50 wall to rake or batter 1.15 wall in piers or stanchion 1.50 wall in buttresses 1.15 RESOURCES - LABOUR Brickwork, blockwork and masonry gang 1 foreman bricklayer (craftsman) 22.32 4 bricklayers (craftsman) 76.60 1 unskilled operative (general) 12.44 Total Gang Rate / Hour £ 111.36 RESOURCES - PLANT Brickwork, blockwork and masonry 2 t dumper (50% of time) 3.40 mixer (50% of time) 1.29 small power tools 1.96 scaffold, etc. 1.40 Total Rate / Hour £ 8.04 COMMON BRICKWORK Common bricks in cement mortar designation (ii) Thickness 103 mm vertical straight walls 0.23 25.39 1.84 11.98 m2 39.21 vertical curved walls 0.30 32.96 2.36 11.98 m2 47.30 battered straight walls 0.33 36.64 2.65 11.98 m2 51.26 battered curved walls 0.37 41.20 2.98 11.98 m2 56.16 vertical facing to concrete 0.25 27.51 1.99 19.82 m2 49.32 battered facing to concrete 0.37 41.20 2.98 19.83 m2 64.01 casing to metal sections 0.32 35.08 2.53 19.83 m2 57.44 Thickness 215 mm vertical straight walls 0.44 49.22 3.55 24.48 m2 77.25 vertical curved walls 0.57 63.48 4.58 24.48 m2 92.54 battered straight walls 0.63 69.54 5.07 24.48 m2 99.09 battered curved walls 0.71 78.38 5.67 24.48 m2 108.53 vertical facing to concrete 0.48 52.99 3.85 32.32 m2 89.15 battered facing to concrete 0.71 78.38 5.67 32.32 m2 116.37 casing to metal sections 0.61 67.34 4.87 32.32 m2 104.53 Thickness 328 mm vertical straight walls 0.64 70.65 5.18 37.36 m2 113.19 vertical curved walls 0.82 90.52 6.62 37.36 m2 134.50 battered straight walls 0.91 100.45 7.29 37.36 m2 145.11 battered curved walls 1.01 111.49 8.12 37.36 m2 156.98 vertical facing to concrete 0.69 76.17 5.58 45.20 m2 126.95 battered facing to concrete 1.01 111.49 8.12 45.20 m2 164.82 casing to metal sections 0.87 96.04 7.00 45.20 m2 148.24
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
COMMON BRICKWORK – cont’d Common bricks in cement mortar designation (ii) – cont’d Thickness 440 mm vertical straight walls 0.84 92.73 6.71 50.08 m2 149.52 vertical curved walls 1.06 117.01 8.51 50.08 m2 175.61 battered straight walls 1.16 128.05 9.35 50.08 m2 187.48 battered curved walls 1.29 142.40 10.36 50.08 m2 202.85 vertical facing to concrete 0.90 99.35 7.22 57.84 m2 164.41 battered facing to concrete 1.29 142.40 10.36 57.93 m2 210.69 casing to metal sections 1.12 123.64 8.99 57.93 m2 190.56 Thickness 890 mm vertical straight walls 1.50 165.58 12.07 101.05 m2 278.70 vertical curved walls 1.85 204.22 14.90 101.05 m2 320.17 battered straight walls 2.00 220.78 16.16 101.05 m2 337.99 battered curved walls 2.20 242.85 17.66 101.05 m2 361.56 vertical facing to concrete 1.60 176.62 12.89 108.89 m2 298.40 battered facing to concrete 2.20 242.85 17.66 108.89 m2 369.40 casing to metal sections 1.94 214.15 15.63 108.89 m2 338.68 Thickness exceeding 1 m vertical straight walls 1.64 181.04 13.16 113.30 m2 307.50 vertical curved walls 2.00 220.78 16.15 113.30 m2 350.23 battered straight walls 2.17 239.54 17.47 113.30 m2 370.32 battered curved walls 2.37 261.62 19.03 113.30 m2 393.95 vertical facing to concrete 1.74 192.08 14.02 121.14 m2 327.24 battered facing to concrete 2.37 261.62 19.03 121.14 m2 401.80 casing to metal sections 2.10 231.82 16.92 121.14 m2 369.88 Columns and piers 215 x 215 mm 0.13 14.35 1.04 5.29 m 20.69 440 x 215 mm 0.24 26.49 1.93 10.80 m 39.22 665 x 328 mm 0.44 48.57 3.54 24.58 m 76.69 890 x 890 mm 1.10 121.43 8.85 88.69 m 218.97 Surface features copings; standard header-on-edge; 215 mm wide x 103 mm high 0.10 11.04 0.84 2.68 m 14.57 sills; standard header-on-edge; 215 mm wide x 103 mm high 0.13 14.35 1.01 2.54 m 17.89 rebates 0.30 33.12 2.42 - m 35.53 chases 0.35 38.64 2.82 - m 41.45 band courses; flush; 215 mm wide 0.05 5.52 0.36 - m 5.88 band courses; projection 103mm; 215 mm wide 0.05 5.52 0.40 - m 5.92 corbels; maximum projection 103mm; 215 mm wide 0.15 16.56 1.21 2.46 m 20.22 pilasters; 328 mm wide x 103 mm projection - - 0.56 5.29 m 5.86 pilasters; 440 mm wide x 215 mm projection 0.12 13.25 0.97 11.95 m 26.16 plinths; projection 103 mm x 900 mm wide 0.19 20.97 1.53 11.17 m 33.67 fair facing 0.06 6.62 0.46 - m2 7.08 Ancillaries bonds to existing work; to brickwork 1.50 165.58 12.07 12.87 m2 190.52 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork 103 mm thick 0.06 6.62 0.48 0.54 nr 7.65
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork 215 mm thick 0.12 13.25 0.92 0.85 nr 15.02 built-in pipes and ducts, cross-sectional area 0.05 - 0.25 m2; excluding supply; brickwork 103 mm thick 0.15 16.56 1.21 0.99 nr 18.75 built-in pipes and ducts, cross-sectional area 0.05 - 0.25 m2; excluding supply; brickwork 215 mm thick 0.29 32.01 2.33 1.51 nr 35.86 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork 103 mm thick 0.18 19.87 1.41 1.21 nr 22.49 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork 215 mm thick 0.34 37.53 2.74 1.81 nr 42.08 FACING BRICKWORK Facing bricks; in plasticised cement mortar designation (iii) Thickness 103 mm vertical straight walls 0.34 37.53 2.74 32.82 m2 73.09 vertical curved walls 0.45 49.67 3.62 32.82 m2 86.11 battered straight walls 0.45 49.67 3.62 32.82 m2 86.11 battered curved walls 0.56 61.82 4.53 32.82 m2 99.16 vertical facing to concrete 0.37 40.84 2.85 40.66 m2 84.36 battered facing to concrete 0.56 61.82 4.53 40.66 m2 107.01 casing to metal sections 0.49 54.09 3.94 40.66 m2 98.69 Thickness 215 mm vertical straight walls 0.57 62.92 5.61 66.15 m2 134.68 vertical curved walls 0.84 92.73 6.76 66.15 m2 165.64 battered straight walls 0.84 92.73 6.76 66.15 m2 165.64 battered curved walls 1.02 112.60 8.23 66.15 m2 186.98 vertical facing to concrete 0.66 72.86 5.31 74.00 m2 152.16 battered facing to concrete 1.02 112.60 8.23 74.00 m2 194.82 casing to metal sections 0.82 90.52 6.60 74.00 m2 171.11 Thickness 328 mm vertical straight walls 0.83 91.62 6.65 99.87 m2 198.14 vertical curved walls 1.12 123.64 8.97 99.87 m2 232.47 battered straight walls 1.12 123.64 8.97 99.87 m2 232.47 battered curved walls 1.36 150.13 10.94 99.87 m2 260.94 vertical facing to concrete 0.88 97.14 7.05 107.71 m2 211.90 battered facing to concrete 1.36 150.13 10.94 107.71 m2 268.78 casing to metal sections 1.18 130.26 9.49 107.71 m2 247.47 Thickness 440 mm vertical straight walls 1.08 119.22 8.69 133.43 m2 261.34 vertical curved walls 1.39 153.44 11.18 133.43 m2 298.05 battered straight walls 1.39 153.44 11.18 133.43 m2 298.05 vertical facing to concrete 1.09 120.32 8.79 141.28 m2 270.38 battered facing to concrete 1.39 153.44 11.18 141.28 m2 305.90 casing to metal sections 1.39 153.44 11.18 141.28 m2 305.90 Columns and piers 215 x 215 mm 0.17 18.77 1.34 14.68 m 34.79 440 x 215 mm 0.29 32.01 2.33 29.55 m 63.90 665 x 328 mm 0.58 64.03 4.64 66.77 m 135.44
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
FACING BRICKWORK – cont’d Facing bricks; in plasticised cement mortar designation (iii) – cont’d Surface features copings; standard header-on-edge; standard bricks; 215 mm wide x 103 mm high 0.13 14.35 1.08 6.89 m 22.32 flat arches; standard stretcher-on-end; 215 mm wide x 103 mm high 0.21 23.18 1.69 6.67 m 31.54 flat arches; standard stretcher-on-end; bullnosed special bricks; 103 mm x 215 mm high 0.22 24.29 1.77 44.73 m 70.78 segmental arches; single ring; standard bricks; 103 mm wide x 215 mm high 0.37 40.84 2.98 6.67 m 50.49 segmental arches; two ring; standard bricks; 103 mm wide x 440 mm high 0.49 54.09 3.94 13.49 m 71.52 segmental arches; cut voussoirs; 103 mm wide x 215 mm high 0.39 43.05 3.14 199.52 m 245.71 rebates 0.33 36.43 2.65 - m 39.08 chases 0.37 40.84 2.98 - m 43.82 cornices; maximum projection 103mm; 215 mm wide 0.37 40.84 2.98 6.62 m 50.44 band courses; projection 113mm; 215 mm wide 0.06 6.62 0.44 - m 7.07 corbels; maximum projection 113mm; 215 mm wide 0.37 40.84 2.98 6.62 m 50.44 pilasters; 328 mm wide x 113 mm projection 0.05 5.52 0.40 14.67 m 20.59 pilasters; 440 mm wide x 215 mm projection 0.06 6.62 0.44 33.05 m 40.12 plinths; projection 113 mm x 900 mm wide 0.24 26.49 1.93 29.92 m 58.34 fair facing; pointing as work proceeds 0.06 6.62 0.48 - m2 7.11 Ancillaries bonds to existing work; to brickwork 1.50 165.58 12.07 11.66 m 189.31 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick 0.10 11.04 0.76 0.77 nr 12.58 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork one brick thick 0.15 16.56 0.83 1.32 nr 18.71 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick 0.19 20.97 1.53 1.24 nr 23.74 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick 0.33 36.43 2.65 2.07 nr 41.15 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork half brick thick 0.23 25.39 1.85 1.45 nr 28.70 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork one brick thick 0.40 44.16 3.18 2.44 nr 49.77
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
ENGINEERING BRICKWORK Class A engineering bricks, solid; in cement mortar designation (ii) Thickness 103 mm vertical straight walls 0.27 29.80 2.17 22.96 m2 54.93 vertical curved walls 0.37 40.84 2.98 22.96 m2 66.78 battered straight walls 0.37 40.84 2.98 22.96 m2 66.78 battered curved walls 0.41 45.26 3.32 22.96 m2 71.53 vertical facing to concrete 0.32 35.32 2.53 30.80 m2 68.66 battered facing to concrete 0.46 50.78 3.73 30.80 m2 85.30 casing to metal sections 0.41 45.26 3.32 30.80 m2 79.38 Thickness 215 mm vertical straight walls 0.52 57.40 4.18 46.43 m2 108.02 vertical curved walls 0.71 78.38 5.67 46.43 m2 130.48 battered straight walls 0.71 78.38 5.67 46.43 m2 130.48 battered curved walls 0.78 86.10 6.28 46.43 m2 138.81 vertical facing to concrete 0.61 67.34 4.87 54.27 m2 126.48 battered facing to concrete 0.87 96.04 7.01 54.27 m2 157.32 casing to metal sections 0.78 86.10 6.28 54.27 m2 146.65 Thickness 328 mm vertical straight walls 0.75 82.79 6.06 70.29 m2 159.14 vertical curved walls 1.01 111.49 8.12 70.29 m2 189.90 battered straight walls 1.01 111.49 8.12 70.29 m2 189.90 battered curved walls 1.11 122.53 8.94 70.29 m2 201.76 vertical facing to concrete 0.87 96.04 7.01 78.13 m2 181.18 battered facing to concrete 1.24 136.88 9.93 78.13 m2 224.95 casing to metal sections 1.11 122.53 8.94 78.13 m2 209.60 Thickness 440 mm vertical straight walls 0.97 107.08 7.81 93.99 m2 208.87 vertical curved walls 1.29 142.40 10.36 93.99 m2 246.75 battered straight walls 1.29 142.40 10.36 93.99 m2 246.75 battered curved walls 1.41 155.65 11.35 93.99 m2 260.98 vertical facing to concrete 1.12 123.64 8.99 101.83 m2 234.46 battered facing to concrete 1.56 172.21 12.54 101.83 m2 286.58 casing to metal sections 1.41 155.65 11.35 101.83 m2 268.83 Thickness 890 mm vertical straight walls 1.72 189.87 13.82 188.79 m2 392.48 vertical curved walls 2.20 242.85 17.66 188.79 m2 449.30 battered straight walls 2.20 242.85 17.66 188.79 m2 449.30 battered curved walls 2.37 261.62 19.06 188.79 m2 469.47 vertical facing to concrete 1.94 214.15 15.63 196.63 m2 426.42 battered facing to concrete 2.58 284.80 20.73 196.63 m2 502.16 casing to metal sections 2.37 261.62 19.06 196.63 m2 477.32 Thickness exceeding 1 m vertical straight walls 1.87 206.43 15.01 211.70 m3 433.14 vertical curved walls 2.37 261.62 19.03 211.70 m3 492.35 battered straight walls 2.37 261.62 19.03 211.70 m3 492.35 battered curved walls 2.55 281.49 20.50 211.70 m3 513.69 vertical facing to concrete 2.10 231.82 16.92 219.47 m3 468.21 battered facing to concrete 2.76 304.67 22.20 219.47 m3 546.35 casing to metal sections 2.55 281.49 20.50 219.47 m3 521.46 Columns and piers 215 x 215 mm 0.16 17.66 1.28 10.23 m 29.17 440 x 215 mm 0.28 30.91 2.24 20.68 m 53.82 665 x 328 mm 0.56 61.82 4.47 46.80 m 113.10 890 x 890 mm 1.78 196.49 14.30 167.72 m 378.51
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
ENGINEERING BRICKWORK – cont’d Class A engineering bricks, solid; in cement mortar designation (ii) – cont’d Surface features copings; standard header-on-edge; 215 mm wide x 103 mm high 0.11 12.14 0.84 5.15 m 18.14 sills; standard header-on-edge; 215 mm wide x 103 mm high 0.13 14.35 1.01 5.01 m 20.36 rebates 0.33 36.43 2.65 - m 39.08 chases 0.37 40.84 2.98 - m 43.82 band courses; flush; 215 mm wide 0.05 5.52 0.36 - m 5.88 band courses; projection 103mm; 215 mm wide 0.05 5.52 0.40 - m 5.92 corbels; maximum projection 103mm; 215 mm wide 0.15 16.56 1.21 4.93 m 22.69 pilasters; 328 mm wide x 103 mm projection 0.07 7.73 0.56 10.23 m 18.52 pilasters; 440 mm wide x 215 mm projection 0.12 13.25 0.97 23.07 m 37.28 plinths; projection 103 mm x 900 mm wide 0.19 20.97 1.53 21.05 m 43.55 fair facing 0.06 6.62 0.48 - m2 7.11 Ancillaries bonds to existing brickwork; to brickwork 0.29 32.01 2.33 16.05 m² 50.40 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick 0.10 11.04 0.76 0.71 nr 12.51 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork one brick thick 0.15 16.56 1.21 0.99 nr 18.76 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick 0.19 20.97 1.53 1.21 nr 23.71 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick 0.33 36.43 2.65 1.83 nr 40.92 built-in pipes and ducts, cross-sectional area 0.025-0.5 m2; excluding supply; brickwork half brick thick 0.23 25.39 1.85 1.45 nr 28.69 built-in pipes and ducts, cross-sectional area 0.025-0.5 m2; excluding supply; brickwork one brick thick 0.40 44.16 3.18 2.20 nr 49.53 Class B engineering bricks, perforated; in cement mortar designation (ii) Thickness 103 mm vertical straight walls 0.27 29.80 2.17 17.48 m2 49.45 vertical curved walls 0.37 40.84 2.98 17.48 m2 61.29 battered straight walls 0.37 40.84 2.98 17.48 m2 61.29 vertical facing to concrete 0.32 35.32 2.53 25.32 m2 63.18 casings to metal sections 0.41 45.26 3.32 25.32 m2 73.89 Thickness 215 mm vertical straight walls 0.52 57.40 4.18 35.47 m2 97.05 vertical curved walls 0.71 78.38 5.67 35.47 m2 119.51 battered straight walls 0.71 78.38 5.67 35.47 m2 119.51 vertical facing to concrete 0.61 67.34 4.87 43.31 m2 115.52 casings to metal sections 0.78 86.10 6.28 43.31 m2 135.69
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
Thickness 328 mm vertical straight walls 0.76 83.90 6.08 53.84 m2 143.82 vertical curved walls 1.01 111.49 8.12 53.84 m2 173.46 battered straight walls 1.01 111.49 8.12 53.84 m2 173.46 vertical facing to concrete 0.87 96.04 7.01 61.69 m2 164.73 casings to metal sections 1.11 122.53 8.94 61.69 m2 193.15 Thickness 440 mm vertical straight walls 0.97 107.08 7.81 72.06 m2 186.95 vertical curved walls 1.29 142.40 10.36 72.06 m2 224.82 battered straight walls 1.29 142.40 10.36 72.06 m2 224.82 vertical facing to concrete 1.12 123.64 8.99 79.90 m2 212.53 casings to metal sections 1.41 155.65 11.35 79.90 m2 246.90 Thickness 890 mm vertical straight walls 1.72 189.87 13.82 144.93 m2 348.62 vertical curved walls 2.20 242.85 17.66 144.93 m2 405.44 battered straight walls 2.20 242.85 17.66 144.93 m2 405.44 battered curved walls 2.37 261.62 19.06 144.93 m2 425.62 vertical facing to concrete 1.94 214.15 15.63 152.78 m2 382.56 battered facing to concrete 2.58 284.80 20.73 152.78 m2 458.31 casing to metal sections 2.37 261.62 19.06 152.78 m2 433.46 Thickness exceeding 1 m vertical straight walls 1.87 206.43 15.01 162.67 m3 384.11 vertical curved walls 2.37 261.62 19.03 162.67 m3 443.33 battered straight walls 2.37 261.62 19.03 162.67 m3 443.33 battered curved walls 2.55 281.49 20.50 162.67 m3 464.66 vertical facing to concrete 2.10 231.82 16.92 170.45 m3 419.18 battered facing to concrete 2.76 304.67 22.20 170.45 m3 497.32 casing to metal sections 2.55 281.49 20.50 170.45 m3 472.43 Columns and piers 215 x 215 mm 0.16 17.66 1.28 7.76 m 26.71 440 x 215 mm 0.28 30.91 2.24 15.75 m 48.89 665 x 328 mm 0.56 61.82 4.47 35.70 m 101.99 890 x 890 mm 1.78 196.49 14.30 128.25 m 339.04 Surface features copings; standard header-on-edge; 215 mm wide x 103 mm high 0.11 12.14 0.84 3.92 m 16.91 sills; standard header-on-edge; 215 mm wide x 103 mm high 0.13 14.35 1.01 3.77 m 19.13 rebates 0.33 36.43 2.65 - m 39.08 chases 0.37 40.84 2.98 - m 43.82 band courses; flush; 215 mm wide 0.05 5.52 0.36 - m 5.88 band courses; projection 103mm; 215 mm wide 0.05 5.52 0.40 - m 5.92 corbels; maximum projection 103mm; 215 mm wide 0.15 16.56 1.21 3.69 m 21.46 pilasters; 328 mm wide x 103 mm projection 0.07 7.73 0.56 7.76 m 16.06 pilasters; 440 mm wide x 215 mm projection 0.12 13.25 0.97 17.51 m 31.73 plinths; projection 103 mm x 900 mm wide 0.19 20.97 1.53 16.11 m 38.62 fair facing 0.06 6.62 0.48 - m2 7.11 Ancillaries bonds to existing brickwork; to brickwork 0.29 32.01 2.33 15.96 m² 50.30 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick 0.10 11.04 0.76 0.71 nr 12.51
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
ENGINEERING BRICKWORK – cont’d Class B engineering bricks, perforated; in cement mortar designation (ii) – cont’d Ancillaries – cont’d built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork one brick thick 0.15 16.56 1.21 0.99 nr 18.76 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick 0.19 20.97 1.53 1.21 nr 23.71 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick 0.33 36.43 2.65 1.83 nr 40.92 built-in pipes and ducts, cross-sectional area 0.025-0.5 m2; excluding supply; brickwork half brick thick 0.23 25.39 1.85 1.45 nr 28.69 built-in pipes and ducts, cross-sectional area 0.025-0.5 m2; excluding supply; brickwork one brick thick 0.40 44.16 3.18 2.18 nr 49.51 LIGHTWEIGHT BLOCKWORK Lightweight concrete blocks; 3.5 N/mm2; in cement-lime mortar designation (iii) Thickness 100 mm; vertical straight walls 0.17 18.77 1.40 7.46 m2 27.63 vertical curved walls 0.23 25.39 1.85 7.46 m2 34.70 vertical facework to concrete 0.18 19.87 1.44 9.24 m2 30.55 casing to metal sections 0.21 23.18 1.69 9.24 m2 34.11 Thickness 140 mm; vertical straight walls 0.23 25.39 1.81 9.84 m2 37.04 vertical curved walls 0.30 33.12 2.40 9.84 m2 45.36 vertical facework to concrete 0.23 25.39 1.87 11.54 m2 38.79 casing to metal sections 0.27 29.80 2.17 11.54 m2 43.51 Thickness 215 mm; vertical straight walls 0.28 30.91 2.21 15.78 m2 48.89 vertical curved walls 0.37 40.84 2.95 15.78 m2 59.56 vertical facework to concrete 0.28 30.91 2.27 17.52 m2 50.71 casing to metal sections 0.31 34.22 2.49 17.52 m2 54.24 Columns and piers 440 x 100 mm 0.08 8.83 0.64 3.30 m 12.77 890 x 140 mm 0.22 24.29 1.77 8.82 m 34.88 Surface features fair facing 0.06 6.62 0.48 - m2 7.11 Ancillaries built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 100 mm thick 0.04 4.42 0.32 0.29 nr 5.03 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 140 mm thick 0.09 9.94 0.72 0.73 nr 11.39 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 215 mm thick 0.13 14.35 1.01 0.96 nr 16.33
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 100 mm thick 0.13 14.35 1.01 0.98 nr 16.34 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 140 mm thick 0.18 19.87 1.42 1.47 nr 22.76 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 215 mm thick 0.25 27.60 2.01 1.98 nr 31.59 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 100 mm thick 0.15 16.56 1.21 1.25 nr 19.01 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 140 mm thick 0.21 23.18 1.69 1.47 nr 26.34 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 215 mm thick 0.30 33.12 2.37 2.37 nr 37.86 DENSE CONCRETE BLOCKWORK Dense concrete blocks; 7 N/mm2; in cement mortar designation (iii) Walls, built vertical and straight 100 mm thick 0.19 20.97 1.54 6.68 m2 29.19 140 mm thick 0.25 27.60 2.00 9.60 m2 39.19 215 mm thick 0.34 37.53 2.74 17.43 m2 57.70 Walls, built vertical and curved 100 mm thick 0.25 27.60 2.04 6.71 m2 36.35 140 mm thick 0.33 36.43 2.65 9.60 m2 48.68 215 mm thick 0.45 49.67 3.64 17.46 m2 70.78 Walls, built vertical in facework to concrete 100 mm thick 0.20 22.08 1.59 8.29 m2 31.96 140 mm thick 0.26 28.70 2.05 11.28 m2 42.04 215 mm thick 0.35 38.64 2.82 19.38 m2 60.83 Walls, as casings to metal sections, built vertical and straight 100 mm thick 0.23 25.39 1.85 8.29 m2 35.53 140 mm thick 0.30 33.12 2.37 11.28 m2 46.77 Columns and piers 440 x 100 mm 0.08 8.83 0.64 2.78 m 12.25 890 x 140 mm thick 0.22 24.29 1.77 8.63 m 34.69 Ancillaries built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 100 mm thick 0.05 5.52 0.36 0.28 nr 6.17 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 140 mm thick 0.10 11.04 0.81 0.70 nr 12.55 built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; blockwork 215 mm thick 0.14 15.45 1.09 1.07 nr 17.62 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 100 mm thick 0.14 15.45 1.09 0.94 nr 17.48
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
DENSE CONCRETE BLOCKWORK – cont’d Dense concrete blocks; 7 N/mm2; in cement mortar designation (iii) – cont’d Ancillaries – cont’d built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 140 mm thick 0.19 20.97 1.53 1.44 nr 23.95 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; blockwork 215 mm thick 0.27 29.80 2.17 2.20 nr 34.18 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 100 mm thick 0.16 17.66 1.31 1.15 nr 20.13 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 140 mm thick 0.23 25.39 1.85 1.47 nr 28.71 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; blockwork 215 mm thick 0.32 35.32 2.57 2.61 nr 40.51 ARTIFICIAL STONE BLOCKWORK Reconstituted stone masonry blocks; Bradstone 100 bed weathered Cotswold or North Cearney rough hewn rockfaced blocks; in coloured cement-lime mortar designation (iii) Thickness 100 mm vertical facing vertical straight walls 0.30 33.12 2.42 34.90 m2 70.43 vertical curved walls 0.39 43.05 3.14 34.90 m2 81.09 vertical facework to concrete 0.31 34.22 2.51 34.93 m2 71.66 casing to metal sections 0.40 44.16 3.22 34.93 m2 82.30 Ancillaries built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply 0.07 7.73 0.56 0.44 nr 8.73 built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply 0.22 24.29 1.77 3.72 nr 29.78 built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply 0.26 28.70 2.09 4.68 nr 35.47 Reconstituted stone masonry blocks; Bradstone Architectural dressing in weathered Cotswold or North Cearney shades; in coloured cement-lime mortar designation (iii) Surface features; Pier Caps 305 x 305 mm, weathered and throated 0.09 9.94 0.72 14.50 nr 25.16 381 x 381 mm, weathered and throated 0.11 12.14 0.89 20.50 nr 33.52 457 x 457 mm, weathered and throated 0.13 14.35 1.04 28.04 nr 43.43 533 x 533 mm, weathered and throated 0.15 16.56 1.21 39.05 nr 56.82 Surface features; Copings 152 x 76 mm, twice weathered and throated 0.08 8.83 0.64 8.44 m 17.91 152 x 76 mm, curved on plan, twice weathered and throated 0.11 12.14 0.85 55.87 m 68.87 305 x 76 mm, twice weathered and throated 0.10 11.04 3.22 20.67 m 34.92 305 x 76 mm, curved on plan, twice weathered and throated 0.13 14.35 1.07 83.77 m 99.19
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
Surface features; Pilasters 440 x 100 mm 0.14 15.45 1.13 15.37 m 31.95 Surface features; Corbels 479 x 100 x 215 mm, splayed 0.49 54.09 3.94 47.59 nr 105.62 665 x 100 x 215 mm, splayed 0.55 60.71 4.43 47.46 nr 112.60 Surface features; Lintels 100 x 140 mm 0.11 12.14 0.89 30.61 m 43.64 100 x 215 mm 0.16 17.66 1.29 40.00 m 58.95 ASHLAR MASONRY Portland Whitbed limestone; in cement-lime mortar designation (iv); pointed one side cement-lime mortar designation (iii) incorporating stone dust Thickness 50 mm vertical facing to concrete 0.85 93.83 6.84 117.22 m2 217.89 Thickness 75 mm vertical straight walls 0.95 104.87 7.64 207.76 m2 320.27 vertical curved walls 1.45 160.06 11.66 368.79 m2 540.52 Surface features copings; weathered and twice throated; 250 x 150 mm 0.45 49.67 3.62 151.27 m 204.56 copings; weathered and twice throated; 250 x 150 mm; curved on plan 0.45 49.67 3.62 181.49 m 234.78 copings; weathered and twice throated; 400 x 150 mm 0.49 54.09 3.94 222.36 m 280.39 copings; weathered and twice throated; 400 x 150 mm; curved on plan 0.49 54.09 3.94 266.81 m 324.84 string courses; shaped and dressed; 75 mm projection x 150 mm high 0.45 49.67 3.62 119.94 m 173.23 corbel; shaped and dressed; 500 x 450 x 300 mm 0.55 60.71 4.43 171.10 nr 236.24 keystone; shaped and dressed; 750 x 900 x 300 mm (extreme) 1.30 143.50 10.46 668.62 nr 822.59 RUBBLE MASONRY Rubble masonry; random stones; in cement-lime mortar designation (iii) Walls, built vertical and straight; not exceeding 2 m high 300 mm thick 1.25 137.99 10.05 301.98 m2 450.02 450 mm thick 1.80 198.70 14.48 521.64 m2 734.82 600 mm thick 2.40 264.93 19.31 603.92 m2 888.15 Walls, built vertical, curved on plan; not exceeding 2 m high 300 mm thick 1.40 154.54 5.36 309.03 m2 468.93 450 mm thick 2.00 220.78 16.09 452.98 m2 689.85 600 mm thick 2.65 292.53 21.32 603.92 m2 917.76 Walls, built with battered face; not exceeding 2 m high 300 mm thick 1.40 154.54 11.26 301.98 m2 467.78 450 mm thick 2.00 220.78 16.09 452.98 m2 689.85 600 mm thick 2.65 292.53 21.32 603.92 m2 917.76
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
RUBBLE MASONRY – cont’d Rubble masonry; squared stones; in cement-lime mortar designation (iii) Walls, built vertical and straight; not exceeding 2 m high 300 mm thick 1.25 137.99 10.05 545.67 m2 693.71 450 mm thick 1.80 198.70 14.48 818.49 m2 1031.67 600 mm thick 2.40 264.93 19.31 1091.34 m2 1375.58 Walls, built vertical, curved on plan; not exceeding 2 m high 300 mm thick 1.40 154.54 11.26 545.67 m2 711.48 450 mm thick 2.00 220.78 16.09 818.49 m2 1055.35 600 mm thick 2.40 264.93 19.31 1149.07 m2 1433.30 Walls, built with battered face; not exceeding 2 m high 300 mm thick 1.40 154.54 11.26 545.67 m2 711.48 450 mm thick 2.00 220.78 16.09 818.49 m2 1055.35 600 mm thick 2.40 264.93 19.31 1149.07 m2 1433.30 Dry stone walling; random stones Average thickness 300 mm battered straight walls 1.15 126.95 3.91 279.08 m2 409.94 Average thickness 450 mm battered straight walls 1.65 182.14 5.61 418.56 m2 606.32 Average thickness 600 mm battered straight walls 2.15 237.34 7.32 558.11 m2 802.76 Surface features copings; formed of rough stones 275 x 200 mm (average) high 0.45 49.67 3.62 71.97 m 125.26 copings; formed of rough stones 500 x 200 mm (average) high 0.55 60.71 4.43 130.86 m 196.00 ANCILLARIES COMMON TO ALL DIVISIONS Expamet joint reinforcement Ancillaries joint reinforcement; 65 mm wide 0.01 1.10 0.05 0.69 m 1.84 joint reinforcement; 115 mm wide 0.01 1.10 0.06 1.19 m 2.35 joint reinforcement; 175 mm wide 0.01 1.10 0.09 1.86 m 3.05 joint reinforcement; 225 mm wide 0.01 1.10 0.11 2.39 m 3.61 Hyload pitch polymer damp proof course; lapped joints; in cement mortar Ancillaries 103 mm wide; horizontal 0.01 1.10 0.09 1.69 m 2.88 103 mm wide; vertical 0.02 2.21 0.14 1.69 m 4.04 215 mm wide; horizontal 0.03 3.31 0.21 3.80 m 7.32 215 mm wide; vertical 0.04 4.42 0.32 3.80 m 8.54 328 mm wide; horizontal 0.04 4.42 0.31 5.23 m 9.95 328 mm wide; vertical 0.06 6.62 0.46 5.23 m 12.31
Item
Gang hours
Labour £
Plant £
Material £ Unit
Total rate £
Pre-formed closed cell joint filler; pointing with polysulphide sealant Ancillaries movement joints; 12 mm filler 90 wide; 12 x 12 sealant one side 0.06 6.62 0.44 0.69 m 7.76 movement joints; 12 mm filler 200 wide; 12 x 12 sealant one side 0.07 7.73 0.52 1.05 m 9.29 Dritherm cavity insulation Infills 50 mm thick 0.04 4.42 0.32 4.29 m2 9.02 75 mm thick 0.05 5.52 0.36 5.70 m2 11.58 Concrete Infills 50 mm thick 0.06 6.62 0.46 4.40 m2 11.48 Galvanised steel wall ties Fixings and ties vertical twist strip type; 900 mm horizontal and 450 mm vertical staggered spacings 0.02 2.21 0.12 1.93 m2 4.26 Stainless steel wall ties Fixings and ties vertical twist strip type; 900 mm horizontal and 450 mm vertical staggered spacings 0.02 2.21 0.12 4.24 m2 6.57
