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Statistical applications to construction Chapter  12 263


             12.9.4 Contingency
             Contingency is a cost element that makes allowance for the unknown risk asso-
             ciated with a project. Contingency cost estimates are assembled when minimum
             information is provided in the bid documents and where prior experience and
             data are lacking. Projects requiring excessive research, development, and
             design are the best candidates for contingency.
                Contingency cost estimating is an application of the range method. Three
             values for each construction task, lowest, L; most likely, M; and the highest,
             H, are estimated. Values of the upper limit, UL, are estimated and cover the
             potential range of overrun or underrun of the project. Estimate values depend
             on the risk involved in construction.


             12.9.5 Application of the range method to contingency
             Assume the expected cost in Table 12.9.2, E(Cr) ¼ $26,200 and the variance var
             (Cr) ¼ $20,495, is to be analyzed for contingency.


               TABLE 12.9.2 Calculation of expected cost and variance for the installation
               of exhaust stack silencer
                                       Data for input
               L $                  M $                  H $
               4652                 4786                 4912
               4626                 4682                 4828
               4592                 4723                 5232
               6372                 5652                 5942
               6002                 6123                 6180
               Element         L $     M $      H $     E(Cr), $   Var (Cr), $
               Support brackets  4652  4786     4912    4784.69    1877.78
               Baffles         4626    4682     4828    4696.91    1133.44
               Wall bracket    4592    4723     5232    4785.91    11377.78
               Baffle guide    6372    5652     5942    5820.24    5136.11
               Perforated liner  6002  6123     6180    6112.24    880.11
                                                        $26,200    $20,405


                Probability that the cost will exceed $26,400

                                            ð
                                ½
                              PR mean cost > ECrފ ¼ 0:5 PZðÞ
                                                      1
                                                  ð
                                Z ¼ UL ECrÞ= var Crފ   2
                                          ð
                                              ½
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