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1999-049
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1999-049
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Last modified
7/12/2023 10:10:37 AM
Creation date
7/12/2023 9:54:22 AM
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Template:
Official Documents
Official Document Type
Miscellaneous
Approved Date
02/16/1999
Control Number
1999-049
Entity Name
Driveways Inc.
Subject
Cherrywood Estates Water Expansion Project# 98-05-DS
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40 <br />TOTAL BID PRICE: <br />$40,945.94 <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 sail compaction, disinfection, testings (includes providing <br />temporary jumper or another approved method for disinfection and flushing) irrigation repair, as- <br />buiit drawings and traffic eontrol. The PVC pipe shall be C-900 and the DIP pipe shall be <br />p=wc class, 350 DIP per Indian River County Utility Standards and Spmifications. (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 Ad1TOCAD <br />format which includes location reference to state plane coordinates. <br />111100 Im <br />SCHEDULE OF HID ITEMS <br />INDIAN RIVER <br />COUNTY <br />CHERRYWOOD WATER ASSESSMENT PROJECT <br />INDIAN RIVER COUNTY PROJECT NO. UW -98 -05 -DS <br />ESTIMATED <br />UNIT <br />SUB <br />ITEM <br />PRICE <br />TOTAL <br />MOBILWATION <br />1 <br />L.S. 1500.00 <br />1500.00 <br />VIDEO RECORD <br />1 <br />L.S. 500.00 <br />500.00 <br />8"x 6" WET TAI' WNALVE <br />I <br />L.S. 1554.53 <br />1554.53 <br />6" GATE VALVE <br />I <br />L.S. 562.82 <br />562.82 <br />6" PVC WM <br />780 <br />L.F.g_ns <br />7059.ao <br />6" DIP WM <br />40 <br />L.F. 71.50 <br />2860.00 <br />4" PVC WM <br />500 <br />L.F. 6.77 <br />3385.00 <br />ADD COST FOR RANGE,RESTRA114ERWJ 1 <br />L.S. 2.827.19 <br />2827.19 <br />AIR. RELEASE VALVE <br />1 <br />UNIT 150.20 <br />160.20 <br />FHA <br />l <br />UNIT 1850,00 <br />1850.00 <br />1" SINGLE SHORT SERVICE <br />9 <br />UNIT 529.06 <br />4761.54 <br />1" PVC SINGLE LONG <br />3 <br />UNIT ,6„r , a3 <br />19443 <br />1.5" DOUBLE LONG SERVICE <br />3 <br />UNIT X2,7 <br />7753.At <br />2" SINGLE LONG SERVICE <br />2 <br />UNIT 794.12 <br />1588.24 <br />2" BLOW OFF <br />I <br />UNIT 433.62 <br />433.62 <br />.DRIVEWAYS BORING <br />140 <br />L:F. 18.00 <br />2520.00 <br />Y WIDE SODDING <br />1,300 <br />L.F. 7,5 <br />iasn _ on <br />ACAD/GPS AS -BUILT <br />I <br />L.S. 1440.00 <br />1.440.00 <br />TOTAL BID PRICE: <br />$40,945.94 <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 sail compaction, disinfection, testings (includes providing <br />temporary jumper or another approved method for disinfection and flushing) irrigation repair, as- <br />buiit drawings and traffic eontrol. The PVC pipe shall be C-900 and the DIP pipe shall be <br />p=wc class, 350 DIP per Indian River County Utility Standards and Spmifications. (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 Ad1TOCAD <br />format which includes location reference to state plane coordinates. <br />111100 Im <br />
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