RESOURCESLABOUR

Brickwork, blockwork and masonry gang

1 foreman bricklayer (craftsman)

15.46

4 bricklayers (craftsman)

58.84

1 unskilled operative (general)

9.52

Total Gang Rate/Hour

£ 83.82

RESOURCESPLANT

masonry

2 t dumper50% of time

1.60

mixer-50% of time

0.83

small power tools 1.55 scaffold, etc. 1.11 Total Rate/Hour £ 5.09 COMMON BRICKWORK

Common bricks; PC £130.00/1000; in cement mortar designation (ii)

Thickness 103 mm

vertical straight walls

0.23 19.11 1.16 8.23 m228.50

vertical curved walls

0.30 24.81 1.49 8.23 m234.54

battered straight walls

0.33 27.58 1.67 8.23 m237.48

battered curved walls

0.37 31.01 1.88 8.23 m241.13

vertical facing to concrete

0.25 20.70 1.26 9.48 m231.44

battered facing to concrete

0.37 31.01 1.88 9.49 m242.38

casing to metal sections

0.32 26.40 1.60 9.49 m237.49

Thickness 215 mm

vertical straight walls

0.44 37.05 2.25 16.93 m256.23

vertical curved walls

0.57 47.78 2.90 16.93 m267.61

battered straight walls

0.63 52.81 3.21 16.93 m272.95

battered curved walls

0.71 59.51 3.59 16.93 m280.03

vertical facing to concrete

0.48 40.23 2.43 18.18 m260.85

battered facing to concrete

0.71 59.51 3.59 18.18 m281.28

casing to metal 0.61 51.13 3.08 18.18 m272.39

mm

vertical straight walls

0.64 53.64 3.28 25.98 m282.90

vertical curved walls

0.82 68.73 4.19 25.98 m298.90

battered straight walls

0.91 76.28 4.62 25.98 m2106.87

battered curved walls

1.01 84.66 5.14 25.98 m2115.78

rate £ vertical facing to concrete

0.69 57.84 3.53 27.23 m288.60

battered facing to concrete

1.01 84.66 5.14 27.23 m2117.03

casing to metal sections

0.87 72.92 4.43 27.23 m2104.58

Thickness 440 mm

vertical straight walls

0.84 70.41 4.25 34.88 m2109.54

vertical curved walls

1.06 88.85 5.39 34.88 m2129.12

battered straight walls

1.16 97.23 5.91 34.88 m2138.03

battered curved walls

1.29 108.13 6.56 34.88 m2149.57

vertical facing to concrete

0.90 75.44 4.57 36.12 m2116.13

battered facing to concrete

1.29 108.13 6.56 36.14 m2150.82

casing to metal sections

1.12 93.88 5.69 36.14 m2135.71

Thickness 890 mm

vertical straight walls

1.50 125.73 7.64 70.55 m2203.92

vertical curved walls

1.85 155.07 9.43 70.55 m2235.05

battered straight walls

2.00 167.64 10.23 70.55 m2248.42

battered curved walls

2.20 184.40 11.17 70.55 m2266.13

battered facing to concrete

2.20 184.40 11.17 71.81 m2267.38

casing to metal sections

1.94 162.61 9.89 71.81 m2244.31

Thickness exceeding 1 m

vertical straight walls

1.64 137.46 8.33 79.18 m2224.98

vertical curved walls

2.00 167.64 10.22 79.18 m2257.04

battered straight walls

2.17 181.89 11.06 79.18 m2272.13

battered curved walls

2.37 198.65 12.05 79.18 m2289.88

vertical facing to concrete

1.74 145.85 8.87 80.43 m2235.15

battered facing to concrete

2.37 198.65 12.05 80.43 m2291.13

casing to metal sections

2.10 176.02 10.71 80.43 m2267.16

Columns and piers

215×215 mm 0.13 10.90 0.66 3.61 m 15.17 440×215 mm 0.24 20.12 1.22 7.42 m 28.76 665×328 mm 0.44 36.88 2.24 16.95 m 56.07 890×890 mm 1.10 92.20 5.60 61.46 m 159.27 Surface features

copings; standard header-onedge PC £11.50/100; 215 mm wide×103 mm high

0.10 8.38 0.53 1.84 m 10.76

sills; standard header-onedge PC £11.50/100; 215 mm wide×103 mm high

0.13 10.90 0.64 1.71 m 13.24

rebates 0.30 25.15 1.53 – m 26.68 chases 0.35 29.34 1.78 – m 31.12 band courses; 0.05 4.19 0.23 – m 4.42

band courses; projection 103 mm; 215 mm wide

0.05 4.19 0.25 – m 4.44

corbels; maximum projection 103 mm; 215 mm wide

0.15 12.57 0.76 1.64 m 14.97

pilasters; 328 mm wide×103 mm projection

– – 0.36 3.61 m 3.97

pilasters; 440 mm wide×215 mm projection

0.12 10.06 0.61 8.17 m 18.84

plinths; projection 103 mm×900 mm wide

0.19 15.93 0.97 7.76 m 24.65

fair facing 0.06 5.03 0.29 – m25.32 ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of common bricks Ancillaries

bonds to existing work; to brickwork

1.50 125.73 7.64 9.04 m2142.41

rate £ built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork 103 mm thick

0.06 5.03 0.31 0.42 nr 5.76

built-in pipes 0.12 10.06 0.58 0.68 nr 11.32

area not exceeding 0.05 m2; excluding supply; brickwork 215 mm thick built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork 103 mm thick

0.15 12.57 0.76 0.83 nr 14.17

built-in pipes and ducts, cross-sectional area 0.05-0.25 m2; excluding supply; brickwork 215 mm thick

0.29 24.31 1.48 1.29 nr 27.07

built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork 103 mm thick

0.18 15.09 0.89 1.04 nr 17.01

built-in pipes and ducts, cross-sectional area 0.25-0.5 m2; excluding supply; brickwork 215 mm thick

0.34 28.50 1.73 1.56 nr 31.79

FACING BRICKWORK Facing bricks; PC £390.00/1000; in plasticised cement mortar designation (iii) Thickness 103 mm

vertical curved walls

0.45 37.72 2.29 20.80 m260.81

battered straight walls

0.45 37.72 2.29 20.80 m260.81

battered curved walls

0.56 46.94 2.86 20.80 m270.60

vertical facing to concrete

0.37 31.01 1.82 22.05 m254.88

battered facing to concrete

0.56 46.94 2.86 22.05 m271.85

casing to metal sections

0.49 41.07 2.49 22.05 m265.62

Thickness 215 mm

vertical straight walls

0.57 47.78 3.08 42.06 m292.92

vertical curved walls

0.84 70.41 4.28 42.06 m2116.75

battered straight walls

0.84 70.41 4.28 42.06 m2116.75

battered curved walls

1.02 85.50 5.21 42.06 m2132.77

vertical facing to concrete

0.66 55.32 3.36 43.32 m2102.00

battered facing to concrete

1.02 85.50 5.21 43.32 m2134.02

casing to metal sections

0.82 68.73 4.18 43.32 m2116.23

Thickness 328 mm

vertical straight walls

0.83 69.57 4.21 63.68 m2137.46

vertical curved walls

1.12 93.88 5.68 63.68 m2163.23

battered straight walls

1.12 93.88 5.68 63.68 m2163.23

battered curved walls

1.36 114.00 6.92 63.68 m2184.60

vertical facing to concrete

0.88 73.76 4.46 64.93 m2143.15

battered facing to concrete

1.36 114.00 6.92 64.93 m2185.85

casing to metal sections

1.18 98.91 6.01 64.93 m2169.85

Thickness 440 mm

vertical curved walls

1.39 116.51 7.08 85.15 m2208.74

battered straight walls

1.39 116.51 7.08 85.15 m2208.74

vertical facing to concrete

1.09 91.36 5.56 86.40 m2183.33

battered facing to concrete

1.39 116.51 7.08 86.40 m2209.99

casing to metal sections

1.39 116.51 7.08 86.40 m2209.99

rate £ Columns and piers

215×215 mm 0.17 14.25 0.85 9.27 m 24.37 440×215 mm 0.29 24.31 1.48 18.73 m 44.52 665×328 mm 0.58 48.62 2.94 42.40 m 93.95 Surface features copings; standard header-on-edge; standard bricks PC £39.00/100; 215 mm wide×103 mm high

0.13 10.90 0.68 4.38 m 15.96

flat arches; standard stretcher-on-end; PC £39.00/100; 215 mm wide×103 mm high

0.21 17.60 1.07 4.17 m 22.84

flat arches; standard stretcher-on-end; bullnosed special bricks PC £120.00/100;103 mm ×215 mm high

0.22 18.44 1.12 37.17 m 56.73

segmental arches; single ring; standard bricks PC £39.00/100; 103

0.37 31.01 1.88 4.17 m 37.07

segmental arches; two ring; standard bricks PC £39.00/100; 103 mm wide×440 mm high

0.49 41.07 2.49 8.48 m 52.04

segmental arches; cut voussoirs PC £250.00/100; 103 mm wide×215 mm high

0.39 32.69 1.99 165.74 m 200.42

rebates 0.33 27.66 1.68 – m 29.34 chases 0.37 31.01 1.88 – m 32.90 cornices; maximum projection 103 mm; 215 mm wide

0.37 31.01 1.88 4.46 m 37.36

band courses; projection 113 mm; 215 mm wide

0.06 5.03 0.28 – m 5.31

corbels; maximum projection 113 mm; 215 mm wide

0.37 31.01 1.88 4.46 m 37.36

pilasters; 328 mm wide×113 mm projection

0.05 4.19 0.25 9.27 m 13.71

pilasters; 440 mm wide×215 mm projection

0.06 5.03 0.28 20.89 m 26.20

plinths;projection 113 mm×900 mm wide

0.24 20.12 1.22 19.07 m 40.41

fair facing; pointing as work proceeds

0.06 5.03 0.31 – m25.34

ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of common

bonds to existing work; to brickwork

1.50 125.73 7.64 10.12 m 143.49

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick

0.10 8.38 0.48 0.58 nr 9.45

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; brickwork one brick thick

0.15 12.57 0.57 0.97 nr 14.11

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick

0.19 15.93 0.97 0.95 nr 17.84

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick

0.33 27.66 1.68 1.65 nr 30.99

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; brickwork half brick thick

0.23 19.28 1.17 1.15 nr 21.60

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding

0.40 33.53 2.01 1.98 nr 37.52

brick thick

rate £ ENGINEERING BRICKWORK

Class A engineering bricks, solid; PC £275.00/ 1000; in cement mortar designation (ii) Thickness 103 mm

vertical straight walls

0.27 22.63 1.37 14.99 m239.00

vertical curved walls

0.37 31.01 1.88 14.99 m247.89

battered straight walls

0.37 31.01 1.88 14.99 m247.89

battered curved walls

0.41 34.37 2.10 14.99 m251.46

vertical facing to concrete

0.32 26.82 1.60 16.25 m244.67

battered facing to concrete

0.46 38.56 2.36 16.25 m257.16

casing to metal sections

0.41 34.37 2.10 16.25 m252.71

Thickness 215 mm

vertical straight walls

0.52 43.59 2.65 30.46 m276.69

vertical curved walls

0.71 59.51 3.59 30.46 m293.56

battered straight walls

0.71 59.51 3.59 30.46 m293.56

battered curved walls

0.78 65.38 3.97 30.46 m299.81

vertical facing to concrete

0.61 51.13 3.08 31.71 m285.92

battered facing to concrete

0.87 72.92 4.43 31.71 m2109.07

casing to metal sections

0.78 65.38 3.97 31.71 m2101.06

Thickness 328

walls

vertical curved walls

1.01 84.66 5.14 46.27 m2136.07

battered straight walls

1.01 84.66 5.14 46.27 m2136.07

battered curved walls

1.11 93.04 5.66 46.27 m2144.97

vertical facing to concrete

0.87 72.92 4.43 47.52 m2124.88

battered facing to concrete

1.24 103.94 6.29 47.52 m2157.74

casing to metal sections

1.11 93.04 5.66 47.52 m2146.22

Thickness 440 mm

vertical straight walls

0.97 81.31 4.94 61.94 m2148.19

vertical curved walls

1.29 108.13 6.56 61.94 m2176.62

battered straight walls

1.29 108.13 6.56 61.94 m2176.62

battered curved walls

1.41 118.19 7.18 61.94 m2187.31

vertical facing to concrete

1.12 93.88 5.69 63.19 m2162.76

battered facing to concrete

1.56 130.76 7.94 63.19 m2201.89

casing to metal sections

1.41 118.19 7.18 63.19 m2188.56

Thickness 890 mm

vertical straight walls

1.72 144.17 8.75 124.62 m2277.53

vertical curved walls

2.20 184.40 11.17 124.62 m2320.19

battered straight walls

2.20 184.40 11.17 124.62 m2320.19

battered curved walls

2.37 198.65 12.06 124.62 m2335.34

vertical facing to concrete

1.94 162.61 9.89 125.87 m2298.37

battered facing to concrete

2.58 216.26 13.12 125.87 m2355.24

casing to metal sections

2.37 198.65 12.06 125.87 m2336.59

Thickness

walls

vertical curved walls

2.37 198.65 12.05 139.90 m3350.60

battered straight walls

2.37 198.65 12.05 139.90 m3350.60

battered curved walls

2.55 213.74 12.97 139.90 m3366.62

vertical facing to concrete

2.10 176.02 10.71 141.09 m3327.82

battered facing to concrete

2.76 231.34 14.05 141.09 m3386.48

casing to metal sections

2.55 213.74 12.97 141.09 m3367.80

Columns and piers

215×215 mm 0.16 13.41 0.81 6.66 m 20.88 440×215 mm 0.28 23.47 1.42 13.51 m 38.40 665×328 mm 0.56 46.94 2.83 30.65 m 80.42 890×890 mm 1.78 149.20 9.05 110.16 m 268.41

Surface features copings; standard header-on-edge PC £25.50/100; 215 mm wide×103 mm high

0.11 9.22 0.53 3.36 m 13.12

sills; standard header-on-edge PC £25.50/100; 215 mm wide×103 mm high

0.13 10.90 0.64 3.23 m 14.76

rebates 0.33 27.66 1.68 – m 29.34 chases 0.37 31.01 1.88 – m 32.90 band courses; flush; 215 mm wide

0.05 4.19 0.23 – m 4.42

band courses; projection 103 mm; 215 mm wide

0.05 4.19 0.25 – m 4.44

projection 103 mm; 215 mm wide

pilasters; 328 mm wide×103 mm projection

0.07 5.87 0.36 6.66 m 12.88

pilasters; 440 mm wide×215 mm projection

0.12 10.06 0.61 15.02 m 25.69

plinths.projection 103 mm×900 mm wide

0.19 15.93 0.97 13.85 m 30.74

fair facing 0.06 5.03 0.31 – m25.34 ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of common bricks Ancillaries

bonds to existing brickwork; to brickwork

0.29 24.31 1.48 14.49 m240.27

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick

0.10 8.38 0.48 0.49 nr 9.36

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; brickwork one brick thick

0.15 12.57 0.76 0.70 nr 14.04

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick

0.19 15.93 0.97 0.95 nr 17.84

sectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick

built-in pipes and ducts, crosssectional area 0.025-0.5 m2; excluding supply; brickwork half brick thick

0.23 19.28 1.17 1.17 nr 21.62

built-in pipes and ducts, crosssectional area 0.025-0.5 m2; excluding supply; brickwork one brick thick

0.40 33.53 2.01 1.79 nr 37.32

Class B engineering bricks, perforated; PC £200.00/1000; in cement mortar designation (ii)

Thickness 103 mm

vertical straight walls

0.27 22.63 1.37 11.50 m235.50

vertical curved walls

0.37 31.01 1.88 11.50 m244.39

battered straight walls

0.37 31.01 1.88 11.50 m244.39

vertical facing to concrete

0.32 26.82 1.60 12.75 m241.17

casings to metal sections

0.41 34.37 2.10 12.75 m249.21

Thickness 215 mm

vertical straight walls

0.52 43.59 2.65 23.46 m269.70

vertical curved walls

0.71 59.51 3.59 23.46 m286.56

battered straight 0.71 59.51 3.59 23.46 m286.56

concrete

casings to metal sections

0.78 65.38 3.97 24.72 m294.07

rate £ Thickness 328 mm

vertical straight walls

0.76 63.70 3.85 35.78 m2103.33

vertical curved walls

1.01 84.66 5.14 35.78 m2125.58

battered straight walls

1.01 84.66 5.14 35.78 m2125.58

vertical facing to concrete

0.87 72.92 4.43 37.03 m2114.39

casings to metal sections

1.11 93.04 5.66 37.03 m2135.73

Thickness 440 mm

vertical straight walls

0.97 81.31 4.94 47.95 m2134.20

vertical curved walls

1.29 108.13 6.56 47.95 m2162.64

battered straight walls

1.29 108.13 6.56 47.95 m2162.64

vertical facing to concrete

1.12 93.88 5.69 49.20 m2148.78

casings to metal sections

1.41 118.19 7.18 49.20 m2174.57

Thickness 890 mm

vertical straight walls

1.72 144.17 8.75 96.64 m2249.56

vertical curved walls

2.20 184.40 11.17 96.64 m2292.22

battered straight walls

2.20 184.40 11.17 96.64 m2292.22

battered curved walls

2.37 198.65 12.06 96.64 m2307.36

vertical facing to concrete

1.94 162.61 9.89 97.89 m2270.40

battered facing to concrete

2.58 216.26 13.12 97.89 m2327.27

Thickness exceeding 1 m

vertical straight walls

1.87 156.74 9.50 108.63 m3274.87

vertical curved walls

2.37 198.65 12.05 108.63 m3319.33

battered straight walls

2.37 198.65 12.05 108.63 m3319.33

battered curved walls

2.55 213.74 12.97 108.63 m3335.34

vertical facing to concrete

2.10 176.02 10.71 109.81 m3296.54

battered facing to concrete

2.76 231.34 14.05 109.81 m3355.21

casing to metal sections

2.55 213.74 12.97 109.81 m3336.53

Columns and piers

215×215 mm 0.16 13.41 0.81 5.08 m 19.30 440×215 mm 0.28 23.47 1.42 10.36 m 35.25 665×328 mm 0.56 46.94 2.83 23.57 m 73.34 890×890 mm 1.78 149.20 9.05 84.99 m 243.24 Surface features

copings; standard header-on-edge PC £25.50/100; 215 mm wide×103 mm high

0.11 9.22 0.53 2.58 m 12.33

sills; standard header-on-edge PC £25.50/100; 215 mm wide×103 mm high

0.13 10.90 0.64 2.44 m 13.98

rebates 0.33 27.66 1.68 – m 29.34 chases 0.37 31.01 1.88 – m 32.90 band courses; flush; 215 mm wide

0.05 4.19 0.23 – m 4.42

band courses; projection 103

0.05 4.19 0.25 – m 4.44

corbels; maximum projection 103 mm; 215 mm wide

0.15 12.57 0.76 2.37 m 15.71

pilasters; 328 mm wide×103 mm projection

0.07 5.87 0.36 5.08 m 11.31

pilasters; 440 mm wide×215 mm projection

0.12 10.06 0.61 11.48 m 22.15

plinths; projection 103 mm×900 mm wide

0.19 15.93 0.97 10.70 m 27.59

fair facing 0.06 5.03 0.31 – m25.34 ADD or DEDUCT to materials costs for variation of £10.00/1000 in PC of engineering bricks Ancillaries

bonds to existing brickwork; to brickwork

0.29 24.31 1.48 14.49 m240.27

built-in pipes and ducts, cross-sectional area not exceeding 0.05 m2; excluding supply; brickwork half brick thick

0.10 8.38 0.48 0.49 nr 9.36

built-in pipes and ducts, crosssectional area not

exceeding 0.05 0.15 12.57 0.76 0.70 nr 14.04

one brick thick built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; brickwork half brick thick

0.19 15.93 0.97 0.95 nr 17.84

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; brickwork one brick thick

0.33 27.66 1.68 1.47 nr 30.81

built-in pipes and ducts, crosssectional area 0.025-0.5 m2; excluding supply; brickwork half brick thick

0.23 19.28 1.17 1.17 nr 21.62

built-in pipes and ducts, crosssectional area 0.025-0.5 m2; excluding supply; brickwork one brick thick

0.40 33.53 2.01 1.79 nr 37.32

LIGHTWEIGHT BLOCKWORK

Lightweight concrete blocks; 3.5 N/mm2; in cement-lime mortar designation (iii)

Thickness 100 mm; PC £ 4.98/m2

vertical straight walls

0.17 14.25 0.89 4.21 m219.34

vertical curved walls

0.23 19.28 1.17 4.21 m224.66

vertical facework to concrete

0.18 15.09 0.91 5.18 m221.18

casing to metal sections

0.21 17.60 1.07 5.18 m223.85

Thickness 140

walls

vertical curved walls

0.30 25.15 1.52 5.88 m232.55

vertical facework to concrete

0.23 19.28 1.18 6.88 m227.34

casing to metal sections

0.27 22.63 1.38 6.88 m230.88

Thickness 215 mm; PC £ 11.25/m2

vertical straight walls

0.28 23.47 1.40 10.45 m235.32

vertical curved walls

0.37 31.01 1.86 10.45 m243.33

vertical facework to concrete

0.28 23.47 1.44 11.58 m236.49

casing to metal sections

0.31 25.98 1.58 11.58 m239.14

Columns and piers 440×100 mm 0.08 6.71 0.41 1.86 m 8.98 890×140 mm 0.22 18.44 1.12 5.26 m 24.83 Surface features fair facing 0.06 5.03 0.31 – m25.34 Ancillaries built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 100 mm thick

0.04 3.35 0.20 0.24 nr 3.79

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 140 mm thick

0.09 7.54 0.46 0.50 nr 8.50

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 215 mm thick

0.13 10.90 0.64 0.67 nr 12.21

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; blockwork 100 mm thick

0.13 10.90 0.64 0.62 nr 12.16

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; blockwork 140 mm thick

0.18 15.09 0.90 0.95 nr 16.93

built-in pipes and ducts, crosssectional 0.050.25 m2; excluding supply; blockwork 215 area mm thick

0.25 20.95 1.27 1.36 nr 23.58

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; blockwork 100 mm thick

0.15 12.57 0.76 0.80 nr 14.14

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; blockwork 140 mm thick

0.21 17.60 1.07 0.95 nr 19.62

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply;

0.30 25.15 1.50 1.63 nr 28.28

DENSE CONCRETE BLOCKWORK

Dense concrete blocks; 7 N/mm2; in cement lime mortar designation (iii)

Walls, built vertical and straight

100 mm thick; PC £4.98/m2

0.19 15.93 0.97 4.07 m220.96

140 mm thick; PC £6.95/m2

0.25 20.95 1.26 5.82 m228.04

215 mm thick; PC £11.25/m2

0.34 28.50 1.73 11.53 m241.76

Walls, built vertical and curved

100 mm thick; PC £4.98/m2

0.25 20.95 1.29 4.09 m226.34

140 mm thick; PC £6.95/m2

0.33 27.66 1.68 5.82 m235.16

215 mm thick; PC £11.25/m2

0.45 37.72 2.30 11.56 m251.58

Walls, built vertical in facework to concrete

100 mm thick; PC £4.98/m2

0.20 16.76 1.00 5.04 m222.81

140 mm thick; PC £6.95/m2

0.26 21.79 1.30 6.83 m229.92

215 mm thick; PC £11.25/m2

0.35 29.34 1.78 12.79 m243.91

Walls, as casings to metal sections, built vertical and straight

100 mm thick; PC £4.98/m2

0.23 19.28 1.17 5.04 m225.49

140 mm thick; PC £6.95/m2

0.30 25.15 1.50 6.83 m233.48

Columns and

890×140 mm thick

0.22 18.44 1.12 5.23 m 24.79

Ancillaries built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 100 mm thick

0.05 4.19 0.23 0.24 nr 4.66

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 140 mm thick

0.10 8.38 0.51 0.48 nr 9.38

built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply; blockwork 215 mm thick

0.14 11.73 0.69 0.75 nr 13.17

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; blockwork 100 mm thick

0.14 11.73 0.69 0.64 nr 13.07

built-in pipes and ducts, crosssectional area

0.05-0.25 m2; 0.19 15.93 0.97 0.94 nr 17.83

blockwork 140 mm thick built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply; blockwork 215 mm thick

0.27 22.63 1.38 1.50 nr 25.51

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; blockwork 100 mm thick

0.16 13.41 0.83 0.79 nr 15.03

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; blockwork 140 mm thick

0.23 19.28 1.17 0.97 nr 21.42

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply; blockwork 215 mm thick

0.32 26.82 1.63 1.80 nr 30.25

ARTIFICIAL STONE BLOCKWORK

Reconstituted stone masonry blocks; Bradstone 100 bed weathered Cotswold or North Cearney rough hewn rockfaced blocks; in coloured cement-lime

Thickness 100 mm vertical facing

vertical straight walls

0.30 25.15 1.53 24.98 m251.65

vertical curved walls

0.39 32.69 1.99 24.98 m259.66

vertical facework to concrete

0.31 25.98 1.59 25.01 m252.58

casing to metal sections

0.40 33.53 2.04 25.01 m260.57

Ancillaries built-in pipes and ducts, crosssectional area not exceeding 0.05 m2; excluding supply

0.07 5.87 0.36 0.35 nr 6.58

built-in pipes and ducts, crosssectional area 0.05-0.25 m2; excluding supply

0.22 18.44 1.12 2.70 nr 22.26

built-in pipes and ducts, crosssectional area 0.25-0.5 m2; excluding supply

0.26 21.79 1.33 3.40 nr 26.52

Reconstituted stone masonry blocks; Bradstone Architectural dressing in weathered Cotswald or North Cerney shades; in coloured cement-lime mortar designation (iii)

Surface features; Pier Caps

305×305 mm, weathered and throated

0.09 7.54 0.46 11.24 nr 19.24

throated

457×457 mm, weathered and throated

0.13 10.90 0.66 21.76 nr 33.32

533×533 mm, weathered and throated

0.15 12.57 0.76 30.30 nr 43.64

Surface features; Copings

152×76 mm, twice weathered and throated

0.08 6.71 0.41 7.11 m 14.23

152×76 mm, curved on plan, twice weathered and throated

0.11 9.22 0.54 43.35 m 53.11

305×76 mm, twice weathered and throated

0.10 8.38 2.04 17.46 m 27.87

305×76 mm, curved on plan, twice weathered and throated

0.13 10.90 0.68 64.99 m 76.56

rate £ Surface features; Pilasters

440×100 mm 0.14 11.73 0.71 11.00 m 23.45 Surface features; Corbels

479×100×215 mm, splayed

0.49 41.07 2.49 36.84 nr 80.41

665×100×215 mm, splayed

0.55 46.10 2.80 36.74 nr 85.65

Surface features; Lintels

100×140 mm 0.11 9.22 0.56 23.67 m 33.45 100×215 mm 0.16 13.41 0.81 30.92 m 45.14 ASHLAR MASONRY

Portland

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 71.25 4.33 95.77 m2171.35

Thickness 75 mm

vertical straight walls

0.95 79.63 4.84 169.68 m2254.15

vertical curved walls

1.45 121.54 7.38 301.14 m2430.06

Surface features

copings; weathered and twice throated; 250× 150 mm

0.45 37.72 2.29 123.49 m 163.50

copings; weathered and twice throated; 250× 150 mm; curved on plan

0.45 37.72 2.29 148.16 m 188.17

copings; weathered and twice throated; 400× 150 mm

0.49 41.07 2.49 181.52 m 225.09

copings; weathered and twice throated; 400× 150 mm; curved on plan

0.49 41.07 2.49 217.81 m 261.37

string courses; shaped and dressed; 75 mm projection×150 mm high

0.45 37.72 2.29 98.59 m 138.60

corbel; shaped and dressed;

0.55 46.10 2.80 139.76 nr 188.66

keystone; shaped and dressed; 750×900×300 mm (extreme)

1.30 108.97 6.62 545.90 nr 661.48

RUBBLE MASONRY

Rubble masonry; random stones PC £112.25/ tonne, weighing 2 t/m3 of wall; in cement-lime mortar designation (iii)

Walls, built vertical and straight; not exceeding 2 m high

300 mm thick 1.25 104.78 6.36 246.66 m2357.80 450 mm thick 1.80 150.88 9.16 426.06 m2586.10 600 mm thick 2.40 201.17 12.22 493.30 m2706.68 Walls, built vertical, curved on plan; not exceeding 2 m high

300 mm thick 1.40 117.35 4.07 252.42 m2373.85 450 mm thick 2.00 167.64 10.18 370.01 m2547.83 600 mm thick 2.65 222.12 13.49 493.30 m2728.91 Walls, built with battered face; not exceeding 2 m high

300 mm thick 1.40 117.35 7.13 246.66 m2371.14 450 mm thick 2.00 167.64 10.18 370.01 m2547.83 600 mm thick 2.65 222.12 13.49 493.30 m2728.91

rate £ Rubble masonry; squared stones PC £168.50/ tonne, weighing 2 t/m3 of wall; in cement-lime mortar designation (iii)

Walls, built vertical and straight; not exceeding 2 m high

300 mm thick 1.25 104.78 6.36 445.60 m2556.74 450 mm thick 1.80 150.88 9.16 668.38 m2828.42 600 mm thick 2.40 201.17 12.22 891.20 m21104.58 Walls, built vertical, curved on plan; not exceeding 2 m high

300 mm thick 1.40 117.35 7.13 445.60 m2570.07 450 mm thick 2.00 167.64 10.18 668.38 m2846.20 600 mm thick 2.40 201.17 12.22 938.32 m21151.70 Walls, built with battered face; not exceeding 2 m high

300 mm thick 1.40 117.35 7.13 445.60 m2570.07 450 mm thick 2.00 167.64 10.18 668.38 m2846.20 600 mm thick 2.40 201.17 12.22 938.32 m21151.70 Dry stone walling; random stones PC £112.25/ tonne, weighing 2 t/m3 of wall

Average thickness 300 mm

battered straight walls

1.15 96.39 1.84 227.82 m2326.05

Average thickness 450 mm

Average thickness 600 mm

battered straight walls

2.15 180.21 3.44 455.60 m2639.25

Surface features copings; formed of rough stones 275×200 mm (average) high

0.45 37.72 2.29 58.75 m 98.76

copings; formed of rough stones 500×200 mm (average) high

0.55 46.10 2.80 106.82 m 155.73

ANCILLARIES COMMON TO ALL DIVISIONS

Expamet joint reinforcement

Ancillaries joint reinforcement; 65 mm wide

0.01 0.84 0.03 0.34 m 1.21

joint reinforcement; 115 mm wide

0.01 0.84 0.04 0.59 m 1.47

joint reinforcement; 175 mm wide

0.01 0.84 0.05 0.92 m 1.81

joint reinforcement; 225 mm wide

0.01 0.84 0.07 1.18 m 2.09

Hyload pitch polymer damp proof course; lapped joints; in cement mortar designation (ii)

Ancillaries 103 mm wide; horizontal

0.01 0.84 0.05 0.72 m 1.61

103 mm wide; vertical

0.02 1.68 0.09 0.72 m 2.48

215 mm wide; horizontal

0.03 2.51 0.13 1.51 m 4.16

215 mm wide; 0.04 3.35 0.20 1.51 m 5.07

horizontal

328 mm wide; vertical

0.06 5.03 0.29 2.52 m 7.84

Pre-formed closed cell joint filler; pointing with polysulphide sealant

Ancillaries movement joints; 12 mm filler 90 wide; 12×12 sealant one side

0.06 5.03 0.28 0.50 m 5.81

movement joints; 12 mm filler 200 wide; 12×12 sealant one side

0.07 5.87 0.33 0.75 m 6.95

Dritherm cavity insulation

Infills 50 mm thick 0.04 3.35 0.20 3.50 m27.06 75 mm thick 0.05 4.19 0.23 4.65 m29.07 Concrete Infills 50 mm thick 0.06 5.03 0.29 2.90 m28.22 Galvanised steel wall ties

Fixings and ties vertical twist strip type; 900 mm horizontal and 450 mm vertical staggered spacings

0.02 1.68 0.08 0.31 m22.06

Stainless steel wall ties

strip type; 900 mm horizontal and

450 mm vertical staggered spacings

0.02 1.68 0.08 0.68 m22.43