ABSTRACT

Concrete sundries Treating surfaces of unset concrete; grading to cambers; tamping with 75mm thick steel shod tamper or similar – 0.13 5.27 – – m2 5.27

Material Excluding site overheads and profit £ hours £ £ £ rate £

FORMWORK FOR CONCRETE PAVINGS

Formwork for in situ concrete Sides of foundations

height not exceeding 250mm 0.46 0.01 0.66 – 0.55 m 1.21 height 250-500mm 0.61 0.01 0.79 – 0.83 m 1.62 height 500mm-1.00m 0.61 0.02 0.99 – 0.94 m 1.93 height exceeding 1.00m 1.82 0.67 39.50 – 3.69 m2 43.19

Extra over formwork for curved work 6m radius – 0.25 9.88 – – m 9.88 Steel road forms; to edges of beds or faces of foundations

150mm wide – 0.07 3.95 0.22 – m 4.17

EXPANSION JOINTS

General groundworks team Generally a two man team is used in this section; The column Labour hours reports team hours. The column Labour £ reports the total cost of the team for the unit of work shown

2man team – 1.00 39.50 – – hr 39.50

Expansion joints 13mm thick joint filler; formwork

width or depth not exceeding 150mm 1.04 0.04 1.77 – 2.02 m 3.79 width or depth 150-300mm 2.08 0.06 2.20 – 4.04 m 6.24 width or depth 300-450mm 3.11 0.07 2.65 – 6.06 m 8.71

25mm thick joint filler; formwork width or depth not exceeding 150mm 5.00 0.04 1.77 – 5.98 m 7.75 width or depth 150-300mm 10.00 0.06 2.20 – 11.97 m 14.17 width or depth 300-450mm 15.00 0.07 2.65 – 17.95 m 20.60

Sealants; sealing top 25mm of joint with rubberized bituminous compound 1.25 0.06 2.20 – 1.25 m 3.45

REINFORCEMENT TO CONCRETE PAVINGS

Reinforcement; fabric; side laps 150mm; head laps 300mm; mesh 200×200mm; in roads, footpaths or pavings Fabric

A142 (2.22 kg/m2) 1.38 0.03 1.64 – 1.38 m2 3.02 A193 (3.02 kg/m2) 1.89 0.02 1.05 – 1.89 m2 2.94