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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3.11 Comparison of Alternatives <br /> <br />Compari sons were made of the twel ve cost estimates presented in the previ ous <br />section. The three primary factors to be comoared are: 1) Pipe type; ?\ <br />Pipeline capacity; and 3) Alignment. <br /> <br />While there are differences in the total cost estimated due to pipe type, the <br />differential costs are within 10 percent. The comhined plastic and permastran <br />pipe type appears to be the lowest in cost of all pipe types over the range of <br />size and alignment. Its low cost for the hosrt, small capacity pipeline is <br />extremely attractive. The other pipe types are not higher by much and when <br />final supply quotations are received, many factors can come into play that <br />could alter the order of least cost pipe type. <br /> <br />The price of base materials such as ductile iron, steel plate, reinforcing <br />rods, plastic resins, or cement could have a bearing on the final price, as <br />could the work load and backlog of orders in the various plants of the pipe <br />manufacturers, or 1 abor rate changes. There is recently a general small <br />i nf1 ati onary trend whi ch coul d translage into some hi gher supply costs. On <br />the other hand, competition among the various suppliers and manufacturers is <br />keen and prices could he reduced below those used in these estimates. <br /> <br />It is our conclusion to use an averaqe IJf the three pipe tyoe estimates tIJ <br />represent the potential cost of the alignment and size options. Table 3.1';> <br />summarizes the resulting four options. <br /> <br />=============~========================~========================~=============== <br /> <br />Table 3.12 <br /> <br />Cost Summary of Alignment and Size Options <br /> <br />Alignment A <br /> <br />Alignment B <br />$ 3,494,000 <br />$ 3,664,000 <br /> <br />Q = 2.5 <br />Q = 3.0 <br /> <br />$ 3,';>54,000 <br />3,401 ,000 <br /> <br />=============~========================~========================~=============== <br /> <br />3-<;1 <br /> <br />1060c <br />