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The construction of wafer main shall include, but is not limited to, utilities exploration..uurdina(ion with any <br />pennitting agencies, trenching, dewatering, installation ol'pipe wilh fillings artd all appurtenances, reslrainm,,. and soil <br />compac(ion, disinfection, testings (includes providing temporaryjumper or another approved tnciltod for disinfection <br />and flushing) irrigation repair as -built drawings and (rallic control. The PVC pipe shall be C-9010 and (lie Dill pipe <br />shall be pressure class 350 Dfl' per Indian River County Utility Standards and Spccificalions. (11 mull have a metal <br />thickness equal or exceeding the Class 54). The Contractor shall clearly specify the one use, on tlne bid. Contractor <br />wilt be provided with copy of construclion plans in AUTOCADD format which includes lucalion reference to slate <br />plane coordinates. <br />00310-5 <br />SCHEDULE OF BID ITEMS <br />INDIAN RIVER <br />COUNTY <br />SEBASTIAN WATER ASSESSMENT <br />PROJECT, PHASE 2D <br />INDIAN RIVER COUNTY PROJECT NO. UW -97 -13 -DS <br />ESTIMATED <br />UNIT SUB <br />ITEM OUANTITYIUNITPRICE <br />_ <br />TOTAL <br />MOBILIZATION <br />I <br />UNIT <br />DIP POL.YWRAP <br />3,0164 <br />L.F. <br />12" DIP WM CLASS 350 <br />528 <br />L.F. <br />12" PVC WM <br />16,122 <br />L.F. <br />8" PVC WM <br />340 <br />L.F.. <br />6" DIP WM CLASS 350 <br />3,056 <br />L.F. <br />6" PVC WM <br />79,024 <br />L,F, <br />4" DIP WM CLASS 350 <br />80 <br />L.F. <br />4" FVC WM <br />3,920 <br />L.F. <br />12" GV <br />16 <br />UNIT <br />6" GV <br />131 <br />UNIT <br />4" GV <br />10 <br />UNIT <br />FHA <br />102 <br />UNIT <br />2" BLOWOFF VALVE <br />I <br />UNIT <br />1" SHORT SINGLE SVC <br />215 <br />UNIT <br />I" LONG SINGLE SVC <br />118 <br />UNIT <br />1.5" DUAL SHORT SVC <br />407 <br />UNIT <br />1.5" DUAL LONG SVC <br />288 <br />UNIT <br />PITTINGS <br />30 <br />TON <br />JUMPER <br />4 <br />UNIT <br />4" DRIVEWAY BORES <br />7 <br />UNIT <br />6" DRIVEWAY BORES <br />384 <br />UNIT <br />RESTORE ASPHALT PAVEMENT <br />2,288 <br />L.P. <br />RESTORE GRAVEL PAVEMENT <br />16 <br />L.F. <br />4" DIRECTIONAL BORES (50') <br />3 <br />UNIT <br />6" DIRECTORAL BORES (50') <br />91 <br />UNIT <br />6" DIRECTORAL BORES (60') <br />l <br />UNIT <br />6" DIRECTIONAL BORES (90') <br />3 <br />UNIT <br />12" DIRECTIONAL BORES (50') <br />21 <br />UNIT <br />12" DIRECTIONAL BORES (80') <br />I <br />UNIT <br />RESTORE CONC DRIVEWAY <br />1,260 <br />LY <br />SOD <br />92,457 <br />L.F <br />SEED & MULCH <br />10,273 <br />L.F <br />TOTAL BID PRICE <br />— <br />The construction of wafer main shall include, but is not limited to, utilities exploration..uurdina(ion with any <br />pennitting agencies, trenching, dewatering, installation ol'pipe wilh fillings artd all appurtenances, reslrainm,,. and soil <br />compac(ion, disinfection, testings (includes providing temporaryjumper or another approved tnciltod for disinfection <br />and flushing) irrigation repair as -built drawings and (rallic control. The PVC pipe shall be C-9010 and (lie Dill pipe <br />shall be pressure class 350 Dfl' per Indian River County Utility Standards and Spccificalions. (11 mull have a metal <br />thickness equal or exceeding the Class 54). The Contractor shall clearly specify the one use, on tlne bid. Contractor <br />wilt be provided with copy of construclion plans in AUTOCADD format which includes lucalion reference to slate <br />plane coordinates. <br />00310-5 <br />