By Martin Barnes
This booklet presents a finished variety of examples of diagrams and money owed of amounts according to part eight, works category, of CESMM3. it's been up-to-date to supply assurance of the use of the recent part on water mains maintenance and the thoroughly new classification Z protecting easy construction works incidental to civil engineering works. the instance invoice pages illustrate the applying of the principles of size in all 26 periods of CESMM3. The diagrams comprise a few worthwhile brief cuts for engineers and surveyors getting ready accounts of amounts.
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Additional info for CESMM3 examples
Off Site surface treatment. M810 M870 Blast cleaning to BS 4232 second quality. Painting one coat zinc epoxy primer. m PAGE TOTAI 56 Amount. £ p EXAMPLE BILL OF QUANTITIES PAGES Number Item description Unit Quantity Rate Amount £ P MISCELLANEOUS METALWORK. 4 Stairways and landings; staircase S3 drawing 136/27. 7 Stairways and landings; staircase S4 drawing 136/28. 5 Galvanised mild steel ladders; stringers 65 x 13 mm, 400 mm apart, rungs 20 mm diameter at 300 mm centres; stringers extended and returned 1000 mm to form handrail.
Nr 38 Prestressed concrete oioe fittincrs to BS 5911 (class M) with ogee ioints. J212 Bends; nominal bore 225 mm. 1 Bends; nominal bore 375 mm. 2 Bends; nominal bore 450 mm. nr 19 J214 Bends; nominal bore 825 mm. nr 47 J222 Junctions and branches; nominal bore 225 mm. nr 27 Junctions and branches; nominal bore 375 mm. nr 76 Junctions and branches; nominal bore 450 mm. nr 8 Junctions and branches; nominal bore 825 mm. nr 23 J232 Tapers; nominal bore 225 mm. nr 16 J233 Tapers; nominal bore 450 mm.
2 E522 E532 E624 E712 E730 PAGE TOTA: 34 Amount EXAMPLE BILL OF QUANTITIES PAGES SITEWORKS Number Item description Unit Quantity Rate Amount PART 28. WORKS. EARTHWORKS. 25 m. m 3482 3 E424 General excavation maximum depth: 1 - 2 m. m 25234 E532 Disposal of excavated material. m3 9924 E624 Filling embankments selected excavated material other than topsoil or rock. m3 15310 E641 Filling thickness 150 mm excavated topsoil. m2 23213 E642 Filling thickness 150 mm imported topsoil. m 2 E711 Filling ancillaries trimming of filled surfaces, topsoil.