ABSTRACT
Walls, curved on plan half brick thick 0.30 26.30 1.58 9.81 m2 37.118 one brick thick 0.57 50.64 3.07 20.14 m2 73.85 one and a half bricks thick 0.82 72.86 4.43 30.86 m2 108.14 two bricks thick 1.06 94.00 5.69 41.41 m2 141.11
Walls, with a battered face half brick thick 0.33 29.23 1.n 9.81 m2 40.81 one brick thick 0.63 55.98 3.39 20.14 m2 79.50 one and a half bricks thick 0.91 SO.59 4.86 30.86 m2 118.32 two bricks thick 1.16 103.24 6.25 41.41 m2 150.91
Facework to concrete half brick thick 0.25 21.95 1.33 11.19 m2 34.48 one brick thick 0.48 42.47 2.57 21.52 m2 88.58 one and a half bricks thick 0.69 61.66 3.73 32.23 m2 97.63 two bricks thick 0.90 79.79 4.63 42.78 m2 127.39
Item Unit hours £ £ £ rate £
BRICKWORK - continued
Common bricks; PC £130.00/1000; In lllretcher bond; In cement mortar deelgnatlon (II) - continued In alteration work
half brick thick 0.30 26.30 1.59 11.19 m2 38.08 one brick thick 0.57 50.64 3.07 21.52 m2 75.23 one and a haH bricks thick 0.82 73.12 4.43 32.23 m2 109.78 two bricks thick 1.06 94.00 5.69 42.78 m2 142.47
ADD or DEDUCT to materials cos1s for variation of £10.00/1000 in PC of common bricks
haH brick thick - - - 0.63 m2 0.83 one brick thick - - - 1.26 m2 1.26 one and a half bricks thick - - - 1.89 m2 1.89 two bricks thick - - - 2.52 m2 2.52
Copings; standard header-on-edge; 215 mm wide x 103 mm high 0.11 9.33 0.56 2.19 m 12.09
ADD or DEDUCT to copings for variation of £1.001 100 in PC of common bricks - - - 0.13 m 0.13 Claaa A engineering brlcks,perfondiacI; PC £275.00/1000; In cement mortar d_lgnatlon (II) Walls
half brick thick 0.27 23.90 1.45 18.27 m2 43.82 one brick thick 0.52 46.20 2.80 37.06 m2 88.08 one and a half bricks thick 0.75 66.90 4.05 56.24 m2 127.20 two bricks thick 0.97 86.27 5.22 75.26 m2 188.78
Walls, curved on plan haH brick thick 0.37 32.87 1.99 18.27 m2 53.13 one brick thick 0.70 62.64 3.79 37.06 m2 103.49 one and a half bricks thick 1.01 89.74 5.43 56.24 m2 151.41 two bricks thick 1.29 114.44 6.93 75.26 m2 196.83
Walls, with a battered face haH brick thick 0.37 32.87 1.99 18.27 m2 53.13 one brick thick 0.70 62.64 3.79 37.06 m2 103.49 one and a half bricks thick 1.01 89.74 5.43 56.24 m2 151.41 two bricks thick 1.29 114.44 6.93 75.26 m2 196.83
Facework to concrete haH brick thick 0.32 27.99 1.69 19.65 m2 49.33 one brick thick 0.60 53.75 3.26 38.44 m2 95.45
ADD or DEDUCT to materials cos1s for variation of £10.00/1000 in PC of engineering bricks
haH brick thick - - - 0.63 m2 0.83 one brick thick - - - 1.26 m2 1.26 one and a half bricks thick - - - 1.89 m2 1.89 two bricks thick - - - 2.52 m2 2.52
Brick coping in standard bricks in headers on edge; 215mm Mlex 103mm high 0.29 25.77 1.56 5.88 m 33.21
Cia. B engl ....... ng brIcka, perfondld; PC £215.00/1000; In cement mortIu' daalglUlllon (II) Walls
half brick thick 0.29 25.77 1.56 12.47 m'- 38.80 one brick It*:k 0.48 43.09 2.61 25.86 m2 71.51 one and a half bricks thick 0.69 61.75 3.74 38.04 m2 101.53 two bricks thick 0.91 80.41 4.87 49.36 m'- 134.84
Walls, curved on plan m2 half brick thick 0.42 36.96 2.24 12.47 51.17
one brick thick 0.78 69.30 4.20 25.86 m'- 88.38 one and a half bricks thick 1.04 92.40 5.59 38.04 m'- 138.04 two bricks thick 1.30 115.50 6.99 49.36 m2 171.81
Walls, with battered face hall brick thick 0.42 36.96 2.24 12.47 m2 51.17 one brick thick 0.78 69.30 4.20 25.86 m'- 88.38 one and a half bricks thick 1.04 92.40 5.59 38.04 m2 138.04 two bricks thick 1.30 115.50 6.99 49.36 m2 171.88
Facework to concrete half brick thick 0.32 28.25 1.71 13.82 m'- 43.71 one brick thick 0.56 49.78 3.01 27.21 m'- 71 ••
ADD or DEDUCT to materials c:os1s for variation of £10.00/1000 in PC of engineering bricks
m2 half brick thick - - - 0.63 0.13 one brick thick - - - 1.26 m'- 1.21 one and a half bricks thick - - - 1.89 m'- 1.80 two bricks thick - - - 2.52 m2 2.52
Brick coping in standard bricks in headers on edge; 215 mm wide x 103 mrn high 0.13 11.91 0.72 2.64 m 15.27
ADD or DEDUCT to copings for variation of £1.00/100 In PC of Class B engineering bricks - - - 0.13 m 0.13 Facing brtcIaI; PC E380.00I1000; In lime mortIu'deslgrwllon (II) WaRs
half brick thick 0.34 30.21 1.83 23.52 m2 55.51 one brick thick 0.57 51.00 3.20 47.57 m'- 101.77 one and a half bricks thick 0.83 73.46 4.45 72.00 m'- 1 •• two bricks thick 1.08 95.96 5.81 96.27 m'- 188.04
Walls, curved on plan half brick thick 0.45 39.98 2.42 23.52 m'- IU2 one brick thick 0.64 74.83 4.52 47.57 m'- 128.72 one and a half bricks thick 1.11 99.07 6.00 72.00 m'- 177.08 two bricks thick 1.39 123.50 7.48 96.27 m'- 227.25
Walls, with a battered face half brick thick 0.45 39.98 2.42 23.52 m2 IU2 one brick thick 0.64 74.63 4.52 47.57 m'- 128.72 one and a half bricks thick 1.11 99.07 6.00 72.00 m2 177.08 two bricks thick 1.39 123.50 7.46 96.27 m2 227.25
Facework to concrete half brick thick 0.37 32.70 1.92 24.90 m'- 18.52 one brick thick 0.86 56.64 3.55 46.94 m'- 111.14
ExIra 0I/fIl common brickwort< In English bond for facing with facing brickS In lime mortar desIgneIIon (II) 0.11 9.95 0.65 15.04 m2 25.84
Item Gang Labour Plant Material Unit Total hours £ £ £ rate £
BRICKWORK - continued
Facing brIcIaI; PC E380.00{1ooo; In lime mortar d .. lgnatlon (II) - continued ADD or DEDUCT to materials COS1s for variation of £10.00/1000 in PC of facing bricks
half brick thick - - - 0.63 m2 0.83 one brick thick - - - 1.26 m2 1.26 one and a half bricks thick - - - 1.89 m2 1 •• two bricks thick - - - 2.52 m2 2.52
BrIck coping in standard bricks in headers on edge; PC £39.00/100
215 mm wide x 103 mm high 0.13 11.91 0.72 4.95 m 17.58 Flat arches in standard stretchers on end; PC £39.00/100
103 mm wide x 215 mm high 0.21 18.66 1.13 4.72 m 24.51 Flat arches In bullnose stretchers on end; PC £120.00/100
103 mm x 215 mm high 0.22 19.55 1.19 42.12 m 82.85 Segmental arches in single ring stretchers on end; PC £39.00/100
103 mm wide x 215 mm high 0.37 32.87 1.99 4.72 m 39.58 Segmental arches in double ring stretchers on end; PC £39.00/100
103 mm wide x 440 mm high 0.49 43.54 2.64 19.10 m 65.27 Segmental arches; cut voussoirs PC £250.00/100
103 mm wide x 215 mm high 0.39 34.65 2.10 220.93 m 257.66 ADD or DEDUCT to copings and arches for variation of £1.00/1 00 in PC of facing bricks
header-on-edge - - - 0.13 m 0.13 stretcher-on-end - - - 0.13 m 0.13 stretcher-on-end bullnose specials - - - 0.13 m 0.13 single ring - - - 0.13 m 0.13 two ring - - - 0.27 m 0.27
BLOCKWORK AND STONEWORK
Ughtwelght concrete blocks; solid; 3.5 NJmm2; In cement-llme mortar d .. lgnation (II) Walls
100 mm thick; PC £4.94fm2 0.17 15.46 0.94 5.49 m2 21 .• 140 mm thick; PC £6.98fm2 0.23 19.99 1.21 7.27 m2 28.47 215 mm thick; PC £12.5Ofm2 0.28 24.43 1.46 12.08 m2 37 ••
Walls, curved on plan m2 100 mm thick; PC £4.94fm2 0.23 20.52 1.24 5.49 27.26
140 mm thick; PC £6.98fm2 0.30 26.57 1.61 7.27 m2 35.44 215 mm thick; PC £12.5OJm2 0.37 32.52 1.97 12.08 m2 46.57
Facework to concrete 100 mm thick; PC £4.94fm2 0.18 15.90 0.96 6.87 m2 23.73 140 mm thick; PC £6.98Jm2 0.23 20.61 1.25 8.65 m2 30.51 215 mm thick; PC £12.5OJm2 0.28 25.14 1.52 13.45 m2 40.12
In alteration work 100 mm thick; PC £4.94Jm2 0.17 15.46 0.94 5.49 m2 21 •• 140 mm thick; PC £6.98Jm2 0.23 19.99 1.21 7.27 m2 28.47 215 mm thick; PC £12.5O/m2 0.28 24.43 1.46 12.08 m2 37 ••
Item Unit hours £ £ £ rate £
Dense COIICnIbI bIocka; eoIleI; 3.5 or 7 N/InftII; In oement-llme morIiIr deelgnallon (II) Walls
100 mmthlck; PC£4.79/m2 0.17 15.10 0.91 4.59 rn2 20.81 140 mm thick; PC £6.93frn2 0.20 17.n 1.08 6.57 rn2 .. 42 215 mm thick; PC £13.90fm2 0.24 21.32 1.29 13.30 rn2 35.81
Walls, curved on plan rn2 100 mm thick; PC £4.79/m2 0.23 20.08 1.21 4.59 ...
