Page 202 - Civil Engineering Project Management, Fourth Edition
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Civil Engineering Project Management
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                            For UK jobs the standard method of classification is normally used because
                          there are computer programs available to aid billing which are based on the
                          A–Z classification. For overseas work a non-CESMM method of billing is used,
                          which allows the classes of work adopted to follow the logical building order.
                            Number of items. Some civil engineering bills of quantities contain upwards
                          of a thousand items because many different types of operations over many
                          different structures are involved. Where possible, an effort should be made to
                          keep the number of items to no more than they need be. This helps to reduce
                          the work involved in measurement throughout the contract; but departures
                          from the standard method may make the estimator’s task more difficult and
                          so should be kept to the minimum necessary.
                            The question of how detailed the billing should be depends on the nature
                          and size of the works. What is to be measured for payment can vary widely.
                          For instance, in a contract for the construction of a dam, some minor gauge
                          house might be billed as a single lump sum item; the drawings and specifica-
                          tion providing all details of what is required. Often where there are repetitive
                          structures, such as access chambers to valves on a pipeline, these too can be
                          billed complete by number.
                            In civil engineering it is quite common to bill items, such as standard doors
                          simply by number, the specification describing what is required including
                          the frame, priming and painting, and the type of door furniture required. If a
                          special door is required, such as for the front entrance, again this is shown on
                          the drawings and specified in detail; so the item in the bill appears as ‘Front
                          entrance door…1 No.…’.
                            Where methods of measurement depart from the ICE standard method, this
                          must be made clear in the bill.  Although the standard method permits the
                          description of an individual item to make clear it is not measured according to
                          the standard method, it is better to group such items together. Either they can be
                          grouped under some appropriate sub-heading, or it may be decided that certain
                          types of work throughout the bills are not to be measured according to the stan-
                          dard method. When this policy is adopted, a statement must appear in the pre-
                          amble to the bills of quantities (see below) saying such as ‘Painting of metalwork
                          is not measured separately and is to be included in the rate for supply and fixing
                          of metalwork’. To prevent errors, a sub-heading before metalwork items should
                          repeat this briefly, for example, ‘Following items including painting’.



                          15.5 Accuracy of quantities: provisional quantities


                          In preparing the bills, the quantities should be accurately taken off drawings
                          in accordance with the method of measurement. The quantities billed should
                          not contain hidden reserves by ‘over-measuring’ them when preparing a bill.
                          There may be a temptation to do this when, for instance, billing the trench
                          excavation for a pipeline. But if the engineer increases the length at greater
                          depth and decreases that at shallow depth to compensate, he may give the
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