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<br />I <br />I COST ESTIMATE FOR SUB DRAIN * <br /> ITEM QUANTITY UNIT UNIT COST EXTENS ION <br />I <br />1. 10" PERF PVC 3,500 L.F. $ 12.00 $ 42,000.00 <br />I 2. 10" SOLID PVC 1,750 L.F. 11.00 19,250.00 <br /> 3. 12" SOLID PVC 750 L.F. 12.00 9,000.00 <br />I 4. 4' DIA. M. H'S 3 EA. 1,000.00 3,000.00 <br /> 5. CLEANOUTS 9 EA. 300.00 2,700.00 <br />I <br />6. SEWER LINE ENCASEMENT 60 L.F. 20.00 1,200.00 <br />I 7. LOWER 4" W.L. 1 EA. 400.00 400.00 <br /> 8. SAND-GRAVEL D50 = 5MM 2,750 TONS 8.00 22,000.00 <br />I 9. CONCRETE CUTOFF WALLS 6 EA. 100.00 600.00 <br /> 10. ASPHALT PAVEMENT 3" THICK 2,600 S.Y. 7.00 18,200.00 <br />I <br /> $118,350.00 " --~- <br />I 15% CONTINGENCY 17,650.00 <br />I SUB TOTAL I $136,000.00 <br />I COST ESTIMATE FOR HIGHWAY 159 CROSSING * <br />I 60 L.F. 2 - 6 X 3 - RCBC @ $260.00/L.F. = $ 15,600.00 <br /> WINGWALLS & APRON 2,900.00 <br />I CHANNEL GRADING 500 L.F. L.S. = 2,000.00 <br /> TRAFFIC CONTROL L.S. = 20,000.00 <br />I <br /> $ 40,500.00 <br />I 15% CONTINGENCY 6,000.00 <br />I SUB TOTAL II $ 46,500.00 <br />I * THESE COSTS SHOULD BE CONSIDERED AS PRELIMINARY SUBJECT TO CHANGE DURING <br /> THE FINAL DESIGN PHASE. <br />I -24- <br />