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A system of work classification has been adopted as the basis of the method ofmeasurement so that Bills of Quantities can be compiled and used more easily. The have, as far as possible, been laid out alongside the parts of the classification tables towhich they relate. A7 Item descriptions for rotarydrilled boreholes which areinclined shall state the angle ofinclination. ICE Publishing is a division of Thomas Telford Ltd, a wholly-owned subsidiary of the Institution of CivilEngineers (ICE). M8 Formwork for voids, rebatesand fillets in diaphragm wallsshall be classed as concreteancillaries (class G).
M1 The Commencing Surfaceadopted in the preparation ofthe Bill of Quantities shall beadopted for the measurement ofthe completed work.
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updates in 1985, and 1991, which were largely concerned with introducing new WorkClassifications for renovation of water mains and sewers, together with updating toaccord with revised versions of the ICE Conditions of Contract; a little tidying up to
principle where it has proved impossible to produce Bill items without reference tosome form of standard classification. These are:
Where the work identified by an item is specifically limited, the limitation shall bestated in the item description, for example Temporary Works 1 Access scaffolding2 Support scaffolding and propping3 Piling4 Formwork5 Shafts and pits6 Hardstandings Adjustment Item 5.26. An item described as the Adjustment Item shall be given in the Grand Summaryfollowing the total of the amounts brought forward from the Part Summaries and theGeneral Contingency Allowance, if any (see paragraphs 6.3 and 6.4). Although the second edition of the Civil Engineering Standard Method of Measurementwas published in 1985, a number of factors have combined to cause the need for a thirdedition. The main changes incorporated in the third edition (CESMM3) are amendments
Whilst every care has been taken in the preparation of this document, neither the Institution of CivilEngineers nor the Civil Engineering Contractors Association nor any of their committees can acceptany liability for any loss or damage which may be suffered by any person or organisation as a result ofits use. Grout holes materials and injection 1 Number of holes nr2 Number of stages nr3 Single water pressure tests nr4 Multiple water pressure tests nr5 Materials t
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Typeset by Academic þ Technical, BristolPrinted and bound in Great Britain by CPI Group (UK) Ltd, Croydon, CR0 4YY P. B. Ahm, MSc, FICE, Association of Consulting Engineers�R. B. Hill, BSc, FICE, FIStructE, Federation of Civil Engineering ContractorsJ. A. Sneden, FRICS, FIQS, Federation of Civil Engineering Contractors
Labour addition/deduction� of — yper centMaterials addition/deduction� of — yper centPlant addition/deduction� of — yper centOther charges addition/deduction� of — yper cent� Appropriate deletion to be made by the contractor when tendering Additional description rule A1 of Class H requires that the specification of theconcrete in each precast concrete unit shall be stated. Accordingly, this rule also meansthat separate items shall be given for units cast from concrete of differentspecifications. A18 Item descriptions for triaxialcell and Rowe cell tests shallstate the number of incrementsand the effective pressures.Description of an item in addition to that required in accordance with paragraph3.1 shall be given where required by any provision of section 5 or by any applicableadditional description rule in the Work Classification. Where additional description isgiven, a separate item shall be given for each component of work exhibiting a differentadditional feature, for example
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