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• <br />4b <br />4D <br />'l]ic cunslrucliun of %%atcr nnaiu shall irnclnde. Uni is nwt linuiicd lu, uliiilics csploraliun. coordination i0lt any <br />pertttilling. agcncie.;. tre.nclring., duwalcring:. u1stedlation ufpii"e a id) finial'+ and all al"puticnances. tcslraincrs, ant] spit <br />compaction, disiufctiliun, feslinrs (includes providing; tcntpornar 0114](3 or auiofhcr approved nscdeud for disinfection <br />and Ilushing) irrigatiou repair as -built drasvittgs and Iraliic control. 'I 11c I'VC pipe shale be C•900 and tyle DIP pipe <br />shall be pressure class 350 DIP per Indian River County Utility SImAuds and Spccilications. (it musl have a tucial <br />thickness eynal or exceeding The Clercs 5()). 'ilte CotftrWor shall clearly specify the uRc used on the hid. Contractor <br />tivill be provided with copy of conslrtl0i0u plans in AUTOCAIDU fortuat %vWcls isacludcs loeation refarcacc to slate <br />Plane coordinates. <br />' 00310-5 <br />SCHE DULL OF BID ITEMS <br />INDIAN RIVER <br />COUNTY <br />SFBASTIAN %VAT[:R ASSESSMENT PROJ ECT. III IAS F 2U <br />INDIAN RIVER <br />COUNTY PRO)EC T NO UW 97.13•U'S <br />ESTIMATED <br />UNIT <br />SUB <br />LTM____ <br />I't ! l_I E --a <br />I____j <br />T <br />M0131LIZATION <br />1 <br />_= <br />UNIT 90000.00 <br />90000.00 <br />DIP POLYWRAP3 <br />[.(, <br />L F <br />82 <br />3004.48 <br />12" WM CLASS 35U <br />528 <br />L F <br />20. 35 <br />10744.81 a <br />PV 1VIv1 <br />16"121 <br />1, 1, <br />19.14 <br />3085`75.06 <br />X"PVC <br />PVC WM <br />34U <br />L.1•' <br />- I 1 .93 <br />4,056.20 <br />6" DIP WM CLASS 350 <br />3,06 <br />L F <br />11,82 <br />X121, 2 <br />(J'" PVC WRI <br />4" DIP W74 CLASS 350 <br />1-0:4 <br />L F <br />9.07 <br />716747.68 <br />4" PVC WW&I <br />81) <br />L F <br />11.81 <br />945, 0 <br />12" V <br />3"920 <br />L F <br />7.42 <br />29084.40 <br />16 <br />131 <br />UNIT <br />UNIT <br />10.#40.00 <br />464-00 <br />24640.00 <br />6RUT 00 <br />4" (W <br />FIIA <br />111 <br />UNIT <br />412.50 <br />413, 0. <br />2` BLOWOFF VALVE <br />102 <br />UNIT <br />2002.00 <br />204220J. O <br />1" SIIORT51NGLESVC <br />I <br />UNIT <br />1182.50 <br />T1 <br />1" LONG SINGLE SVC <br />215 <br />118 <br />UNIT <br />UNIT <br />440.00 <br />_CW. 50' <br />94500.00 <br />71039 0 <br />l 5" DUAL SHORT SVC <br />407 <br />UNIT <br />44sso <br />184318.50 <br />1 5" DUAL LONG SVC <br />288 <br />UNIT <br />GU-, 00 <br />106.212-.90 <br />Il'I'ILR <br />1lJlr.lPfI: <br />3U <br />701% <br />500.00 <br />1 (D <br />1"f1RiV1W, DRIVEWAYBORES <br />4 <br />7 <br />UNI"[ <br />UNIT <br />1.133.00 <br />350.00 <br />370 <br />2-4- D'.a0 <br />6"DKIV1":WAY Il(_DRE% <br />324 <br />UNIT <br />_3.5? 00 <br />13 4-407D 0 <br />RESTORi' ANPIIALT PAVEMENT <br />2.288 <br />LF <br />32,00 <br />715 4.00 <br />RT.STURI: GRAVEI. PAVEMENT <br />16 <br />L F <br />33.00 <br />528.04 <br />4" IDIKIXTR)NAI. DOM (Sll') <br />3 <br />UNIT <br />l_! ��00 <br />6" 1DIREC ORA1. BORES (50,) <br />91 <br />UNIT <br />1',23.50 <br />138638.50 <br />6" DIRECTOPAI.13OR.ES (60) <br />1 <br />UNIT <br />l 7�. 00 <br />l 7i 1 .Q0 <br />6" RIRk CTiONAL BORES (90') <br />3 <br />UNIT <br />2513.50 <br />7540. 50 <br />12" DIRECTIONAL TION'AL BORES (5U') <br />21 <br />UNIT <br />4'175.00 <br />87675.0 0 <br />12" IDIRI CTIONAL BORES (80') <br />1 <br />UNIT <br />62(10. o0 <br />f,�zoo.00 <br />RESTOKECGNCDRIVEWAY <br />I,N+It <br />L1' <br />20.00 <br />25200.06 <br />SOD <br />SEF D & MU1 cl I <br />92,"1i7 <br />IU,273 <br />L. F <br />L F <br />2.50 <br />__7mr�0 <br />231142.56 <br />2 50-2 r,0 <br />TOTAL III1)I'M CI <br />r� <br />3.,79 ,b5T,Ib <br />'l]ic cunslrucliun of %%atcr nnaiu shall irnclnde. Uni is nwt linuiicd lu, uliiilics csploraliun. coordination i0lt any <br />pertttilling. agcncie.;. tre.nclring., duwalcring:. u1stedlation ufpii"e a id) finial'+ and all al"puticnances. tcslraincrs, ant] spit <br />compaction, disiufctiliun, feslinrs (includes providing; tcntpornar 0114](3 or auiofhcr approved nscdeud for disinfection <br />and Ilushing) irrigatiou repair as -built drasvittgs and Iraliic control. 'I 11c I'VC pipe shale be C•900 and tyle DIP pipe <br />shall be pressure class 350 DIP per Indian River County Utility SImAuds and Spccilications. (it musl have a tucial <br />thickness eynal or exceeding The Clercs 5()). 'ilte CotftrWor shall clearly specify the uRc used on the hid. Contractor <br />tivill be provided with copy of conslrtl0i0u plans in AUTOCAIDU fortuat %vWcls isacludcs loeation refarcacc to slate <br />Plane coordinates. <br />' 00310-5 <br />