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Civil Engineering Project Management (4th Edition)

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‘Painting items N1–N13 after erection … Lump Sum’. Alternatively a provisional<br />

sum for painting can be entered. By such procedures the number of items<br />

in a bill can be reduced.<br />

Description of items. The standard method states that item descriptions are<br />

to avoid unnecessary length, their intention being to – ‘identify the component<br />

of the works and not the tasks to be carried out by the contractor’. Nevertheless<br />

descriptions according to the CESMM method tend to be lengthy in some<br />

cases. Each item has a letter and three-figure code number which identifies<br />

the work required according to the CESMM classification; but the code descriptions<br />

are not taken as definitive and, to avoid ambiguity, the actual<br />

descriptions have to be written out in words.<br />

The bill items have also to be read in conjunction with the specification and<br />

the drawings – and it is an essential matter for the drafter of the bills to ensure<br />

all these relate. The location of items may need to be specifically stated also,<br />

and any additional description rules specified by the CESMM must be followed,<br />

in order to ensure that all detail necessary to identify the work is given,<br />

as required by the method. This ensures that items can be priced properly and<br />

their application to the work on site identified easily.<br />

15.4 Problems with classes of work and<br />

number of items<br />

Measurement and bills of quantities 181<br />

For most works of any size there should be separate bills for obviously separate<br />

parts of the project. This clarifies the location of work under bill items,<br />

makes it possible to cost structures separately, and may be needed if completion<br />

of certain parts of the work is required by some stated earlier time. Within<br />

each bill the items will be classified into different types of work, always taken<br />

in the same order in all bills.<br />

The standard method lists 26 classes of work labelled A–Z; Class A being for<br />

general items (more commonly known as ‘Preliminaries’); Class B is for site<br />

investigation including sampling and laboratory testing; Class C for geotechnical<br />

processes, such as grouting and construction of diaphragm walls; Class<br />

D for demolition and site clearance. Thereafter there follow classes for the common<br />

constructional operations – earthworks, concrete, pipework, etc. – through<br />

to Class Y which is for sewer and water main renovations. The final Class Z is for<br />

‘Simple building works incidental to civil engineering works’ and covers carpentry<br />

and joinery, doors and windows, surface finishes and services, etc.<br />

Not all the 24 classes of construction work, B–Y, will normally be used on<br />

most projects, and a problem is that if the project includes a large building, the<br />

items under Class Z may be numerous and so need sub-classification. There<br />

may also be some difficulty in deciding where to bill certain types of work to<br />

achieve a logical order, since some work which would normally be considered<br />

part of the finishing building trades, such as painting, is in the civil engineering<br />

classes of work.

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