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In the event the Base Bid project exceeds budget, the OWNER reserves the right to remove by the <br />Deductive Alternate below the I1 `h and Dickson Street Water and Sewer work as shown on Page <br />2 of the Plans. <br />DEDUCTIVE ALTERNATES: <br />ESTIMATED <br />UNIT <br />TOTAL <br />NO. <br />DESCRIPTION QUANTITY <br />PRICE <br />PRICE <br />Water System Improvements: <br />1. <br />6" C-900 DR-18 PVC waterline, <br />installed, tested, complete. <br />902 LF <br />$ <br />$ <br />2. <br />4" C-900 DR-18 PVC waterline, <br />installed, tested, complete. <br />10 LF <br />$ <br />$ <br />3. <br />6" Tapping sleeve and valve with box <br />and pad, installed, complete. <br />1 EA <br />$ <br />$ <br />4. <br />4" Tapping sleeve and vaive with box <br />and pad, installed, complete. <br />1 EA <br />$ <br />$ <br />5. <br />6" Gate valve with box and pad, <br />installed, complete. <br />6 EA <br />$ <br />$ <br />6. <br />Fire hydrant. <br />3 EA <br />$ <br />$ <br />7. <br />Remove fire hydrant. <br />1 EA <br />$ <br />$ <br />8. <br />Ductile iron fittings. <br />0.204 TN <br />$ <br />$ <br />9. <br />Asphalt street paving. <br />1,294 LF <br />$ <br />$ <br />10. <br />Asphalt street repair, including <br />saw-cut both sides of trench, <br />base, installed. <br />20 LF <br />$ <br />$ <br />11. <br />Gravel drive repair. <br />19 LF <br />$ <br />$ <br />12. <br />Concrete street repair. <br />54 SY <br />$ <br />$ <br />16 <br />c <br />