|
SCHEDULE OF BID ITEMS
<br />INDIAN RIVER COUNTY
<br />SEBASTIAN WATER ASSESSMENT PROJECT, PHASE 3A
<br />MDIAN RIVER COUNTY PROJECT NO. UW -97 -16 -DS
<br />r- ESTIMATED
<br />UNIT
<br />SUB
<br />ITEM OUANTITYNIJIT
<br />_ aaPRlf°,.-.S:
<br />CLAl ;A
<br />MOBILIZATION I
<br />UNIT fIij',d0-3dT
<br />DIP POLYWRAP 2,990
<br />L.F.
<br />.20
<br />598.00
<br />12"DIP WM CLASS 350 126
<br />L.F.
<br />20.00
<br />2,920.00
<br />IT, PVC WM 6,374
<br />L.F.
<br />16.50
<br />105,171.00
<br />G"DIP WM CLASS 350 2,064
<br />L.F.
<br />11.00
<br />8.50
<br />31,504.00
<br />X6.00
<br />6"PVC WM 36,796
<br />L.F.
<br />4" PVC WM 3,300
<br />L.F.
<br />]_00
<br />25_100.00
<br />12" GV 5
<br />UNIT
<br />1550.00
<br />7,_500.00
<br />1 6" GV 66
<br />UNIT
<br />500.00
<br />33_000.00
<br />4" GV 8
<br />UNIT
<br />425.00
<br />X400.00
<br />6"X12"TAPPING SLEEVE AND VALVE 3
<br />UNIT
<br />0
<br />9.000.00
<br />• 10"X12" TAPPMG SLEEVE AND VALVE I
<br />UNIT
<br />5,D00.00
<br />5_000.00
<br />FHA 45
<br />UNIT
<br />18� 00.00
<br />81,000.00
<br />C' SHORT SINGLE SVC 94
<br />UNIT
<br />450.00
<br />42,300.00
<br />I" LONG SINGLE SVC 139
<br />UNIT
<br />6'lA 00
<br />-�Z,510.00
<br />1.5- DUAL SHORT SVC 155
<br />UNIT
<br />4]5.00
<br />11 6 5.00
<br />1.5" DUAL LONG SVC 158
<br />UNIT
<br />700.00
<br />110 600.00
<br />FITTINGS 15
<br />TON
<br />_500,00
<br />7,590.00
<br />JUMPER 5
<br />UNIT
<br />500.00
<br />5_500.00
<br />4- DRIVEWAY BORES 17
<br />UNIT
<br />350.00
<br />5.9 0.00
<br />G' DRIVEWAY BORES 225
<br />UNIT
<br />350.00
<br />]3_]50.00
<br />RESTORE ASPHALTPAVEMENT 1,500
<br />L.F.
<br />30.00
<br />45,000.00
<br />4" DIRECTIONAL SOME (60') 3
<br />UNIT
<br />1,500.00
<br />4,_500.00
<br />G" DIRECTIONAL BORES (60') 23
<br />UNIT
<br />IB, 00.00
<br />45_400.00
<br />12" DIRECTIONAL BORES(60') 4
<br />UNIT
<br />3,600.00
<br />14,400.00
<br />12" DIRECTIONAL BORES (70) 1
<br />UNIT
<br />4,200.00
<br />4,2 0.00
<br />12" DIRECTIONAL BORES U 20) 1
<br />UNIT
<br />7.200.00
<br />),200.00
<br />12" DIRECTIONAL BORES (50D') I
<br />UNIT3],000.00
<br />3],000.00
<br />6" JACK & BORES (40') 1
<br />UNIT
<br />2, 100.00
<br />2,100.00
<br />6"JACK & BORES (50') 1
<br />UNIT
<br />2,260-00
<br />-,b00.00
<br />6' JACK & BORES (60') 1
<br />UNIT
<br />2,900.00
<br />5 900.00
<br />12" JACK & BORES (60') 1
<br />UNIT
<br />6050.00
<br />X000.00
<br />RESTORE CONC DRIVEWAY 1,000
<br />LT
<br />20.00
<br />20,000.00
<br />SOD 49,500
<br />LY
<br />2.00
<br />99,000.00
<br />SEED &MULCH 5,500
<br />L.F
<br />1.00
<br />5,500.00
<br />TOTAL BID PRICE
<br />IJ 31441954.00
<br />The cons6uction of water mein Snell include, but B vol liminal
<br />to, ut0ities explore0ao, coord"we0av wild any
<br />permitfwg egcocies, travchivg,dewatering, insmuevov of pipe wiW fittings and ell sppunanavcos, msuaincu, and soil
<br />compaction, dis'mfa0on, matings (includes pmvidiog mmpormyjumper or evoWm eppmvod medrod for doadRoctiov
<br />and Busbiog) ini,shur sepah ss -built drswas, and Vetlic control.
<br />The PVC pipe sbell be C-900
<br />aed We DIP pipe
<br />shall W pressmo alms 350 DIP pm lidim Rivcr Comty Utility Standards end Spordicstiom.
<br />(1t must hmo a mead
<br />`' Ihiekvess egad or eaemding We Clan 50). The Contractors O cicvly spmify We one ueed m We bid. Contractor
<br />wW be pavldad wild copy of wr stmctiov plans or AUTOCADD
<br />format which includes lorv0on o lbmvco to sum
<br />plane coordinates. Additional d'uecliood bore items are includcd'm
<br />Schcdulo
<br />of Did Items as an tlumaze to opoo cut
<br />\_ and restore across paved roads.
<br />00310-5
<br />
|