ABSTRACT

Concrete mixes; mixed on site; costs for producing concrete; prices for commonly used mixes for various types of work; based on bulk load 20 tonne rates for aggregates Roughest type mass concrete such as footings and road haunchings; 300 mm thick 1:3:6 59.18 1.20 21.85 - 59.18 m3 81.02 1:3:6 sulphate resisting 74.90 1.20 21.85 - 74.90 m3 96.75

As above but aggregates delivered in 10 tonne loads 1:3:6 63.88 1.20 21.85 - 63.88 m3 85.72 1:3:6 sulphate resisting 79.60 1.20 21.85 - 79.60 m3 101.45

As above but aggregates delivered in 850 kg bulk bags 1:3:6 89.18 1.20 21.85 - 89.18 m3 111.02 1:3:6 sulphate resisting 104.90 1.20 21.85 - 104.90 m3 126.75

Most ordinary use of concrete such as mass walls above ground, road slabs, etc. and general reinforced concrete work 1:2:4 71.12 1.20 21.85 - 71.12 m3 92.96 1:2:4 sulphate resisting 94.10 1.20 21.85 - 94.10 m3 115.95

PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £

E10 MIXING/CASTING/CURING IN SITU CONCRETE - cont'd

Concrete mixes - cont'd As above but aggregates delivered in 10 tonne loads 1:2:4 75.82 1.20 21.85 - 75.82 m3 97.66 1:2:4 sulphate resisting 98.80 1.20 21.85 - 98.80 m3 120.65

As above but aggregates delivered in 850 kg bulk bags 1:2:4 101.12 1.20 21.85 - 101.12 m3 122.96 1:2:4 sulphate resisting 124.10 1.20 21.85 - 124.10 m3 145.95

Watertight floors, pavements, walls, tanks, pits, steps, paths, surface of two course roads; reinforced concrete where extra strength is required 1:1.5:3 81.69 1.20 21.85 - 81.69 m3 103.54

As above but aggregates delivered in 10 tonne loads 1:1.5:3 86.39 1.20 21.85 - 86.39 m3 108.24

As above but aggregates delivered in 850 kg bulk bags 1:1.5:3 111.69 1.20 21.85 - 111.69 m3 133.54

Plain in situ concrete; site mixed; 10 N/ mm2 - 40 mm aggregate (1:3:6) (aggregate delivery indicated) Foundations ordinary portland cement; 20 tonne ballast loads 81.02 1.00 18.25 - 83.05 m3 101.30 ordinary portland cement; 10 tonne ballast loads 85.72 1.00 18.25 - 87.86 m3 106.11 ordinary portland cement; 850 kg bulk bags 111.02 1.00 18.25 - 113.80 m3 132.05 sulphate resistant cement; 10 tonne ballast loads 120.65 1.00 18.25 - 123.67 m3 141.92 sulphate resistant cement; 850 kg bulk bags 126.75 1.00 18.25 - 129.92 m3 148.17

Foundations; poured on or against earth or unblinded hardcore ordinary portland cement; 20 tonne ballast loads 81.02 1.00 18.25 - 85.07 m3 103.32 ordinary portland cement; 10 tonne ballast loads 85.72 1.00 18.25 - 90.01 m3 108.26 ordinary portland cement; 850 kg bulk bags 111.02 1.00 18.25 - 116.57 m3 134.82 sulphate resistant cement; 20 tonne ballast loads 115.95 1.00 18.25 - 121.75 m3 140.00 sulphate resistant cement; 850 kg bulk bags 126.75 1.00 18.25 - 133.09 m3 151.34

Isolated foundations ordinary portland cement; 20 tonne ballast loads 81.02 1.10 20.07 - 83.05 m3 103.12 ordinary portland cement; 850 kg bulk bags 111.02 1.10 20.07 - 113.80 m3 133.87 sulphate resistant cement; 20 tonne ballast loads 115.95 1.10 20.07 - 115.95 m3 136.03 sulphate resistant cement; 850 kg bulk bags 126.75 1.10 20.07 - 129.92 m3 149.99

PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £

Plain in situ concrete; site mixed; 21 N/ mm2 - 20 mm aggregate (1:2:4) Foundations ordinary portland cement; 20 tonne ballast loads 92.96 1.00 18.25 - 95.28 m3 113.53 ordinary portland cement; 850 kg bulk bags 122.96 1.00 18.25 - 126.03 m3 144.28 sulphate resistant cement; 20 tonne ballast loads 115.95 1.00 18.25 - 118.85 m3 137.10 sulphate resistant cement; 850 kg bulk bags 126.75 1.00 18.25 - 129.92 m3 148.17

Foundations; poured on or against earth or unblinded hardcore ordinary portland cement; 20 tonne ballast loads 92.96 1.00 18.25 - 97.61 m3 115.86 ordinary portland cement; 850 kg bulk bags 122.96 1.00 18.25 - 129.11 m3 147.36 sulphate resistant cement; 20 tonne ballast loads 115.95 1.00 18.25 - 121.75 m3 140.00 sulphate resistant cement; 850 kg bulk bags 126.75 1.00 18.25 - 133.09 m3 151.34

Isolated foundations ordinary portland cement; 20 tonne ballast loads 92.96 1.10 20.07 - 95.28 m3 115.36 ordinary portland cement; 850 kg bulk bags 122.96 1.10 20.07 - 126.03 m3 146.11 sulphate resistant cement; 20 tonne ballast loads 115.95 1.10 20.07 - 118.85 m3 138.92 sulphate resistant cement; 850 kg bulk bags 126.75 1.10 20.07 - 129.92 m3 149.99

Ready mix concrete; concrete mixed on site Euromix Ready mix concrete mixed on site; placed by barrow not more than 25 m distance (16 barrows/m3) concrete 1:3:6 95.00 1.00 18.25 - 95.00 m3 113.25 concrete 1:2:4 95.00 1.00 18.25 - 95.00 m3 113.25 concrete C30 105.00 1.00 18.25 - 105.00 m3 123.25

Reinforced in situ concrete; site mixed; 21 N/mm2 - 20 mm aggregate (1:2:4); aggregates delivered in 10 tonne loads Foundations ordinary portland cement 92.96 2.20 40.15 - 95.28 m3 135.43 sulphate resistant cement 115.95 2.20 40.15 - 118.85 m3 159.00

Foundations; poured on or against earth or unblinded hardcore ordinary portland cement 92.96 2.20 40.15 - 95.28 m3 135.43 sulphate resistant cement 120.65 2.20 40.15 - 126.68 m3 166.83

Isolated foundations ordinary portland cement 92.96 2.75 50.19 - 95.28 m3 145.47 sulphate resistant cement 120.65 2.75 50.19 - 126.68 m3 176.87

PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £

E10 MIXING/CASTING/CURING IN SITU CONCRETE - cont'd

Plain in situ concrete; ready mixed; Tarmac Southern; 10 N/mm mixes; suitable for mass concrete fill and blinding Foundations GEN 1; Designated mix 78.44 1.50 27.38 - 78.44 m3 105.81 ST 2; Standard mix 84.15 1.50 27.38 - 88.36 m3 115.73

Foundations; poured on or against earth or unblinded hardcore GEN 1; Designated mix 78.44 1.57 28.74 - 78.44 m3 107.18 ST 2; Standard mix 84.15 1.57 28.74 - 90.46 m3 119.20

Isolated foundations GEN 1; Designated mix 78.44 2.00 36.50 - 78.44 m3 114.94 ST 2; Standard mix 84.15 2.00 36.50 - 88.36 m3 124.86

Plain in situ concrete; ready mixed; Tarmac Southern; 15 N/mm mixes; suitable for oversite below suspended slabs and strip footings in non aggressive soils Foundations GEN 2; Designated mix 80.89 1.50 27.38 - 84.93 m3 112.31 ST 3; Standard mix 84.49 1.50 27.38 - 88.71 m3 116.09

Foundations; poured on or against earth or unblinded hardcore GEN 2; Designated mix 80.89 1.57 28.74 - 80.89 m3 109.63 ST 3; Standard mix 84.49 1.57 28.74 - 84.49 m3 113.23

Isolated foundations GEN 2; Designated mix 80.89 2.00 36.50 - 80.89 m3 117.39 ST 3; Standard mix 84.49 2.00 36.50 - 84.49 m3 120.99

Plain in situ concrete; ready mixed; Tarmac Southern; air entrained mixes suitable for paving Beds or slabs; house drives, parking and external paving PAV 1; 35 N/mm2; Designated mix 83.28 1.50 27.38 - 87.44 m3 114.82

Beds or slabs; heavy duty external paving PAV 2; 40 N/mm2; Designated mix 84.05 1.50 27.38 - 88.25 m3 115.63

Reinforced in situ concrete; ready mixed; Tarmac Southern; 35 N/mm2 mix; suitable for foundations in class 2 sulphate conditions Foundations RC 35; Designated mix 82.40 2.00 36.50 - 86.52 m3 123.02

Foundations; poured on or against earth or unblinded hardcore RC 35; Designated mix 82.40 2.10 38.33 - 88.58 m3 126.91

Isolated foundations RC 35; Designated mix 82.40 2.00 36.50 - 82.40 m3 118.90

PC Labour Labour Plant Material Excluding site overheads and profit £ hours £ £ £ rate £

E20 FORMWORK FOR IN SITU CONCRETE

Plain vertical formwork; basic finish Sides of foundations height not exceeding 250 mm - 1.00 18.25 - 1.31 m 19.56 height 250 - 500 mm - 1.00 18.25 - 2.27 m 20.52 height 500 mm - 1.00 m - 1.50 27.38 - 4.54 m 31.91 height exceeding 1.00 m - 2.00 36.50 - 4.54 m2 41.04

Sides of foundations; left in height not exceeding 250 mm - 1.00 18.25 - 4.92 m 23.17 height 250 - 500 mm - 1.00 18.25 - 9.48 m 27.73 height 500 mm - 1.00 m - 1.50 27.38 - 18.96 m 46.33 height over 1.00 m - 2.00 36.50 - 9.41 m2 45.91

E30 REINFORCEMENT FOR IN SITU CONCRETE

The rates for reinforcement shown for steel bars below are based on prices which would be supplied on a typical landscape contract. The steel prices shown have been priced on a selection of steel delivered to site where the total order quantity is in the region of 2 tonnes. The assumption is that should larger quantities be required, the work would fall outside the scope of the typical landscape contract defined in the front of this book. Keener rates can be obtained for larger orders.