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(B) DR.AINAGE & STQRI�'.M SF��IER CONSTRUCTION <br /> Ttem Unit Quantity Unit Cost Estimated Cost <br /> l�. �'.-inch no�inal <br /> diarseter storm sewer <br /> (R.C.P. class T_II) L.F. 206 23. 00 4 , 738. 00 <br /> '' . 15-inch noninal diameter <br /> storm sewer (R. C.P. <br /> class II) L.F. 190 30 . 00 5 , 7G0 . 00 <br /> 3 . Precast reinforced <br /> concrete 15-inch <br /> nominal dia�eter flared <br /> end section complete <br /> with end block Ea. 1 300 . 00 300 . 00 <br /> 4 . 4-foot diameter manhole <br /> complete with base & <br /> cast�ngs <br /> (a) 0 to 8 feet deep Fa. 1 1 , 1Q0 . 00 1 , 100 . 00 <br /> 5 . 2-foot diarieter catch <br /> basins complete with <br /> base and castings Ea. 3 70(; . 00 ? , �00 . 00 <br /> 6 . Ditch shaping including <br /> excavation, gra�ing, <br /> hauli_ng excess materiaZ , <br /> & seeding L.F. 5 , 500 3. 00 16 , 50� . 00 <br /> 7 . 1?-inch nominal diameter <br /> C.M.P. culvert in-Place <br /> with all pipe .fittings T�.F. 420 18. 00 7 ,560. 00 <br /> 8 . Galvanized steel end <br /> sections for �?_" C.24.P. <br /> culverts in-pl.ace Ea. 42 65 . 00 2 ,730 . �0 <br /> 9. 15-inch nominal diameter <br /> C.t�.P. culvert in-place <br /> with all pipe fittings I,.F. 79 20. 00 1 ,580 . 00 <br /> 10 . Galvanized steel end <br /> sections �or 15" C.M.P. <br /> culverts in-place Ea. 6 ?0. 00 420 . 00 <br /> 11 . Removal of existing <br /> C.M. P. storm sewer <br /> crossing Norwood Drive <br /> between Lots ?_9 & 30 L. S. 1 400 . 00 400 . 00 <br /> (2) <br />