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• K � <br /> ELLENDALE 5PECIAL ASSE5SMENT 5EWER DISTRICT <br /> E5TIMATE OF CJ�ST <br /> AMOUNT UNIT ITEM UNIT PRICE TOTAL <br /> 747 L. Fo 10 inch Sewer Construction <br /> 6. 0 Ft. deep or less 11. 75 $ 8, 777. 25 <br /> 56? Le F. 10 inch 5ewer Construction <br /> 6. 1 to 8. 0 Ft. deep 13. 00 7, 371. 00 <br /> 1077 L. F. 10 inch Sewer Construction <br /> 8. 1 to 10. 0 Ft. deep 15. 50 16, 693. 50 <br /> 1506 Lo Fo 10 inch 5ewer Construction <br /> 10. 1 to 12, 0 Ft. deep 18. 00 27, 108. 00 <br /> 275 L. F. 10 inch Sewer Construction <br /> 12. 1 to 15. 0 Ft. deep 20. 00 5, 500. 00 <br /> 574 L. F. 8 inch Sewer Construction <br /> 6. 0 Ft. deep or less 10. 25 5, 883. 50 <br /> 3482 L. F. 8 inch Sewer Construction <br /> 6, 1 to 8. 0 Ft. deep 11. 50 40, 043. 00 <br /> 3897 L. F< 8 inch 5ewer Construction <br /> 8. 1 to 10. 0 Ft. deep 13. 00 50, 661. 00 <br /> 1274 L. F. 8 inch Sewer Construction <br /> 10. 1 to 12. 0 Ft. deep 15. 00 19, 110. 00 <br /> 100 L. F. 8 inch 5ewer Construction <br /> 12, 1 to 15. 0 Ft. deep 18. 00 1, 800. 00 <br /> 3735 L. F. 4 inch 5ewer Construction 8. 00 29, 880. 00 <br /> 24 Ea. 10 inch Wye Branches 30. 00 720. 00 <br /> 98 Ea. 8 inch Wye Branches 25. 00 2, 450. 00 <br /> 121 Ea. Fittings - All 5izes 10. 00 1, 210. 00 <br /> 2 Ea. Cleanouts 400. 00 80Q. 00 <br /> 51 Ea. Manholes - 4 Ft. Diameter 760, 00 38, 7h0. 00 <br />' 1 Ea. Drop Connection to Existing Manhole 350. 00 350. 00 <br /> 720 Ie F. PVC Pipe Sewage Force Main l00 00 7, 200, 00 <br /> 3650 C. Y. Granular Backfill 11. 00 40, 150. 00 <br /> 294 I. F. 12 inch Corrugated Metal Pipe Culvert 12. 00 3, 528. 00 <br /> 100 C. Y. Class B Bedding 12. 00 1, 200. 00 <br /> 141 C. Y. Base Course 14, 00 1, 974. 00 <br /> 36 Ton Bituminous Concrete Mi.xture (Cold Appliec� 60. 00 2, 160. 00 <br /> 2200 Gal. Bituminous Material - Prime Coat . 90 1, 980. 00 <br /> 5000 Gal. Bituminous Material - Cover & Seal Coat . 90 4, 500. 00 <br /> 210 Ton Aggregate - Cover & Seal Coat 12. 00 2, 520. 00 <br /> 6 Acre Seeding 600. 00 3, 6000 00 <br /> 295 5. Y. Restoration of 5odded Areas 4. 50 1, 327. 50 <br /> 1 L. S. Lift Station 30, 000. 00 30., 000. 00 <br /> Total Estimated Construction Cost $357, 256. 75 <br /> Engineering & Inspection 43, 200. 00 <br /> 7.ega� anrl a1T 1 awfii� C (1SfS of m.�.king ARRPSSYI'leY1f 21, 343. 25 <br /> Right-o£-Way 3, 000. 00 <br /> Total Project Gost $424, 800. 00 <br />� <br />