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CI <br />ab <br />SCHEDULE OF BID ITEMS <br />INDIAN RIVER COUNTY <br />CHERRYWOOD WATER ASSESSMENT PROJECT <br />INDIAN RIVER COUNTY PROJECT NO. UW -98 -05 -DS <br />ESTIMATED UNIT SUB <br />li QUANTITY T RICE TOTAL <br />MOBILIZATION <br />1 <br />L.S. <br />VIDEO RECORD <br />I <br />L.S. <br />8"x 6" WET TAI' WIVALVE <br />I <br />L.S. <br />6" GATE VALVE <br />I <br />L.S. <br />6" PVC WM <br />180 <br />L.F. <br />6" DIP WM <br />40 <br />L.F. <br />4" PVC WM <br />540 <br />L.F. <br />ADD COST FOR FLANGE, RESTRAINERSIM.J <br />I <br />L.S. <br />AIR RELEASE VALVE <br />I <br />UNIT <br />FHA <br />I <br />UNIT <br />I" SINGLE SHORT SERVICE <br />9 <br />UNIT <br />1" PVC SINGLE LONG <br />3 <br />UNIT <br />1.5" DOUBLE LONG SERVICE <br />3 <br />UNIT <br />2" SINGLE LONG SERVICE <br />2 <br />UNIT <br />2" BLOW OFF <br />I <br />UNIT <br />DRIVEWAYS BORING <br />140 <br />L.F. <br />Y WIDE SODDING <br />1,300 <br />L.F. <br />ACADlGPS AS -BUILT <br />I <br />L.S. <br />TOTAL BID PRICE: <br />The construction of water main shall include, but is not limited to, utilities exploration <br />coordination with any permitting agencies, trenching, dewatering, installation of pipe with fittings <br />and all appurtenances, restrainers, and soil compaction, disinfection, testings (includes providing <br />temporary jumper or another approved method for disinfection and flushing) irrigation repair, as - <br />built drawings and traffic control. The PVC pipe shall be C-900 and the DIP pipc shall be <br />pressure class 350 DIP per Indian River County Utility Standards and Specifications. (It must <br />have a metal thickness equal or exceeding the Class 50). The Contractor shall clearly specify the <br />one used on the bid. Contractor will be provided with copy of construction plans in AUTOCAD <br />format which includes location reference to state plane coordinates. <br />40310-5 <br />