Civil Engineering Project Management (4th Edition)
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38 <strong>Civil</strong> <strong>Engineering</strong> <strong>Project</strong> <strong>Management</strong><br />
billed in framework and floors to give a parameter to apply to the proposed<br />
building. Similar all-in cost parameters can be produced for all excavation<br />
(based on the bulk excavation); for exterior walls and windows (based on area);<br />
roof (based on area), etc. Having produced a total cost for these principal items,<br />
all other incidental costs for a structure can be expressed as a percentage on.<br />
Pipeline costs can be expressed as per 100 mm diameter of pipe per metre<br />
laid, divided into supply and laying. Overall unit prices can also be developed<br />
for checking purposes, such as the cost of a building per m3 volume; or of a<br />
tank per 1000 m3 storage capacity.<br />
Before the cost parameters are derived from previous priced contracts the<br />
following procedures are necessary.<br />
• Preferably at least three priced contracts should be analysed. If possible<br />
not all should be for the lowest tenders received.<br />
• Preliminaries and overheads (see Section 15.10) should be expressed as a<br />
percentage addition to the total of measured work.<br />
• If a tender is being analysed, general contingencies and dayworks should<br />
also be expressed as percentage additions, or shown separately. If a final<br />
account is being analysed, then all non-identifiable payments for extras,<br />
dayworks and claims should be included in the percentage on.<br />
• Special costs for special circumstances should be separately noted, to<br />
decide whether they apply to the proposed project.<br />
• Prices obtained should be brought up to date by applying a suitable inflation<br />
factor. In the UK published indices of price fluctuation in UK construction<br />
costs are available (the Baxter indices) and overall price movements for<br />
different types of construction are tabulated in the government’s Monthly<br />
Bulletin of Indices. If these are not to hand, good indicators for updating<br />
costs are current dayworks rate for skilled tradesmen and current prices<br />
for C25 grade concrete and reinforcement, as compared with those in the<br />
priced contract being analysed.<br />
The advantages of the method are that the costs are real (i.e. as tendered),<br />
oncosts are included, and the procedure facilitates checking of costs by different<br />
methods. The sum total cost derived needs checking to ensure it appears<br />
reasonable.<br />
During the design stage it may be found that a previous estimate appears<br />
too low; but it is important not to take over-hasty action in reporting this to<br />
the employer. The problems causing the increase should be examined first to see<br />
if some savings are possible. If an estimate must be increased it is better to do<br />
this only once, because a series of increased estimates may cause an employer<br />
to lose confidence in any estimate presented to him.<br />
As the design nears completion more accurate estimates can be produced<br />
using the quantities taken off to prepare tender documents. Such quantities<br />
can be priced from historical data derived from priced contracts as indicated<br />
above, or, if necessary, from various ‘Price Books’ published.<br />
It is important that this estimate is produced before tenders are invited. This<br />
gives the employer an opportunity to decide whether the cost is acceptable and,