By The Institution of Civil Engineering, ICE
The Civil Engineering regular approach to dimension is used because the general for the guidance of accounts of amounts in civil engineering paintings. This new version brings the strategy into line with adjustments in practices and extends into new areas.
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Extra resources for CESMM4: Civil Engineering Standard of Method and Measurement
1 Bolts: length 75 mm, diameter 5 mm. 2 Bolts: stainless steel length 100 mm diameter 6 mm. nr 40 O550 Plates: stainless steel 100 × 100 mm thickness 6 mm. nr 10 O PAGE TOTAL p 43 PILES Number Item description Unit Quantity Rate Amount £ p Piling to Pumping Station. d. 3. Diameter 900 mm. P151 Number of piles. nr 97 P152 Concreted length. m 1195 P153 Depth bored maximum depth 18 m. m 1305 Diameter 1200 mm raked at inclination ratio 1 : 6. P161 Number of piles. nr 42 P162 Concreted length. m 932 P163 Depth bored maximum depth 35 m.
2 m. 2 m; upper surface. 1 Sloping. 2 Sloping; upper surface. m2 157 G235 Battered. 1 m. 2 m. 4 m. m2 192 2 780 G245 Vertical. 0 m, column plinths. 5 m; face of wall D drawing 137/6. 1 Spherical radius 2 m; flume chamber. 2 Conical maximum radius 600 mm minimum radius 300 mm; outlet chamber. 3 Conical maximum radius 800 mm minimum radius 400 mm; inlet chamber. m2 35 PAGE TOTAL p 23 CONCRETE ANCILLARIES Number Item description Unit Quantity Rate Amount £ p CONCRETE ANCILLARIES. Formwork fair finish.
M 2483 L352 Reinforced concrete mix ST3 reinforced as drawing 137/19 detail B pipe nominal bore 200–300 mm. m 125 L353 Reinforced concrete mix ST3 reinforced as drawing 137/19 detail A pipe nominal bore 300–600 mm. m 90 I-L Haunches. L431 Imported granular material type C2 pipe nominal bore not exceeding 200 mm; bed depth 200 mm. m 50 L432 Imported granular material type C2 pipe nominal bore 200–300 mm; bed depth 200 mm. m 250 m 402 Beds and surrounds. 1 Imported granular material type C2 pipe nominal bore not exceeding 200 mm; bed depth 200 mm.