Info

Concrete filling in bed and surround to pipe, 225mm diameter, thickness

100mm 150mm

Hepworths' Supersleve vitrified clay drain pipes, spigot and socket joints with sealing rings, 100mm diameter laid in trenches in lengths not exceeding

3m bend rest bend single junction

Hepworths' Supersleve vitrified clay drain pipes, spigot and socket joints with sealing rings, 150mm diameter laid in trenches in lengths not exceeding

3m bend rest bend single junction

Unit Labour

Hours

Mat'ls

O & P

Total

£

£

£

£

m

0.72

10.80

20.58

4.71

36.09

m

0.84

12.60

32.44

6.76

51.80

m

0.36

5.40

6.99

1.86

14.25

m

0.54

8.10

6.99

2.26

17.35

nr

0.30

4.50

9.58

2.11

16.19

nr

0.30

4.50

14.79

2.89

22.18

nr

0.30

4.50

13.96

2.77

21.23

m

0.60

9.00

13.24

3.34

25.58

m

0.40

6.00

13.24

2.89

22.13

nr

0.30

4.50

13.21

2.66

20.37

nr

0.30

4.50

17.05

3.23

24.78

nr

0.30

4.50

17.76

3.34

25.60

Vitrified clay inlet gulley complete with grid and surrounded with concrete nr 1.50 22.50 43.96 9.97 76.43

Vitrified clay back inlet gulley complete with grid and surrounded with concrete nr 1.50 22.50 62.74 12.79 98.03

Vitrified clay paved area gulley complete with grid and surrounded with concrete nr 1.50 22.50 50.97 11.02 84.49

Manholes

Excavate by hand for manhole not exceeding

1.0m deep

m3

4.00

60.00

0.00

9.00

69.00

1.5m deep

m3

4.50

67.50

0.00

10.13

77.63

2.0m deep

m3

5.60

84.00

0.00

12.60

96.60

Load surplus excavated material into barrows wheel 50m and deposit into skip m3 2.20 33.00 0.00 4.95 37.95

Earthwork support not exceeding 2m between opposing faces, depth not exceeding

1.0m deep 2.0m deep 4.0m deep m2 0.35 5.25 2.17 1.11 8.53 m2 0.40 6.00 2.49 1.27 9.76 m2 0.45 6.75 2.80 1.43 10.98

Site-mixed concrete in base of manhole, thickness

100-150mm 150-300mm m3 m3

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