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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />appropriate unit prices for the components of work indicated. The costs are based on our past <br />experience with similar projects and also from data supplied by local Contractors and suppliers of <br />irrigation equipment. <br /> <br />I. Suuctu~ I I $19.150 $19,1$0 <br />2. Structure2 I $14.250 SI~.l5O <br />3. SUUcture 3 1 $2,750 S 2.150 <br />3. Structure 4 I $11,750 $11.750 <br />4. Strucrure6 I $22.750 S22.750 <br />,. Structure7 I $20.450 $10,450 <br />6. Suucture8 1 S13,750 $13.750 <br />7. Structure 9 I $9.800 S 9,800 <br />8. StrucrurclO I S9.lSO S 9,1.50 <br />9. Slructure II I 514,400 $14,400 <br />10. Miscellaneous Checks 6 513.650 $81.900 <br />II. OII-Throal flume " S 1.550 S8.J.250 <br />12. MelerGalC: 10 $2,075 $20,750 <br />13. Headgate5 JO Sl.ns $53.250 <br /> <br />Comronenl <br /> <br />SUMMARY OF COSTS <br />No Units I Unit C~ <br /> <br />TOI:atCOSI <br /> <br />Notes: <br />1. See map in Appendix A for location and photograph of the structures. <br />2. COSts noted are an Opinion of Ihe Casl expected and are intended to be consuued as the exact COSt of <br />consuuction. <br /> <br />TOTAL <br /> <br />S389.330 <br /> <br />The OWL CREEK SUPPL Y & IRRlGA TION COMPANY has expressed interest in conducting <br />the work outlined above in phases. A conveniem division of work would be to install the the flow <br />control S(fUc[Ures in the year 2000 and tl1e headgates in 200 1. A summary of me COSLS for tile two <br />phases are as shown below and will be used to determine the Fund Requirement Schedule for tile <br />project. <br /> <br />Ditch Control Structures <br /> <br />1= <br />I. Construction Costs <br />2. Engineering Fees <br />3. Contingenc)' @ = 15 % <br /> <br />TOTAL <br /> <br />Estimated Cost <br />$ 230.100 <br />S 35.000 <br />S 34.500 <br />S 299.600 <br /> <br />Owl Creek Feasibilit) <br /> <br />Page 16 <br />