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ITEMIZED BID SCHEDULE <br /> Project Name : CR512, Phase III and CR510 Roadway Improvements <br /> tRevision Items Bidders Name 'T, W <br /> a $$$$�•S•ryryt��((�(( z ] t ^• 1st Revision 0312e106 <br /> 2rd Revision Item <br /> . 0 6j � >3 iy _ vntl Revision 0130106 <br /> m ¢ t SS <br /> Item No. DescrioLon -` la� W x..�b' 4: to ot <br /> Quantity Unit Unit Price <br /> Amount <br /> U-16 Sanitary Sewer Flttinos 12 45° Bend w / Restrained Joins 1 o EA <br /> U-17 Pioe Re MOV21 I notoo lewate r) 1 ,595 LF <br /> U- 18 Liable Water M21n. a" DIP - 254 LF <br /> U-19 I Potable Water Main, 12' DIP 216 Lo It Its <br /> U-20 ) Potable Water Main. 12"HOPE 1 ,587 LF 18 � -oo 1, j � ,( <br /> U-2? Fre Hydrant Assembly 1 - E.4 1 - I . /•�bro <br /> U-22 Fire Hydrant Assembly. Relocation - 4 EA aG �J C"' <br /> U-23, Valve, Potable Water. 8" Gale 011 Valve Box and Concrete Pad 1 EA <br /> U-24 Valve. Potable Water. 120 Gate •a / Valve Box and Concrete Pad - 5 EA �d..` ?j� 00 <br /> U-25 Potable Water Adiustment Assembly, 6" DIP flnclude (4) 45' Bend) 1 I EA H 14S �" by 1 LLS t�` l 1� <br /> o � e <br /> U -26 Potable Water Adjustment Assembly, 1T DIP include (4145" Bend) 4 EA ye, <br /> U -27 Potable Water Adlustment Assembly16' DIP (include (4) 45' Bend) 1 EA 21i}(o'' z3�0 d �. p p , <br /> CC <br /> U-28 Potable Water Adiustment Assembly, 20" DIP (Include (4 450 Bend) 2 EA 21(.9 �Lto _LS iL . <br /> U-29 20" xE" Wet Tao w / Valve and Box 3 GA 7 L{ ® : <br /> CR512 IMPROVEMENTS SUBTOTAL E2 � UV3 58 , x ® <br /> Item No. ❑escriphon Quantity Umt Unit Price Amount <br /> .L . ..iW'w.ui F iv-[�iFailaF-aYWY:iM:%'Y".SS44:YYr ' MJ. <br /> IMPROVEMENTS.,y} ¢-I+(:., wR aC"✓ .w se�ar..�:. srn.a:xt Ys cc....:A.a. PJW:hT._t}=y ftvKn.tt:c.: <br /> CR511) EMENTSCO <br /> 101 -1 Mpbilizatlon - 1 LS �9nb0l7mo -{ OtU VtJ . <br /> 102-1 Maintenance of Trak1 1 LS nh0D S'/ �n V <br /> 1104-11 Floatino Turbldily Barrier 71 LF :-, CIO I 7000 <br /> 110- 1-1 Cleadno a Grubbinn - 11 Ls 500 dol SO,00o o ® <br /> 1120-1 Excavation, Regular 11 LS <br /> 12b-6 Embankment (1-111) I 1L LS 2.90Qin . �`Z ty--;b , <br /> 160-d-12 Tvoe B Stablizallon (12" Min) 11 .3551 SY G,50 is aIF 4 -S G 5 <br /> 285-7-06 8" Cemented Coouma a.7E SV <br /> 334-1 Suoerpave Asohaltic Concrete . Tvoe SP 9.5 ( 1 ' Thick) 23.340SY 1 5'� <br /> - 1334 .1 <br /> S -,grPelle Asphaltic Cancra ta, 7 e SP 9 .5 Leveling Cour.. 1 .2001 TN I0ri <br /> 1334-2 Suoarrave Asohaliic Corcrete. Tvoe 50125 (1 10" Thick) 0,7331 SY I a : � <br /> I I � <br /> 1 -- 400-1 -15 CONCRETE SPILLWAY ! O.T C( I o6 0O <br /> 1425-1 -521, Imes DT Bo: ho= C. rc10"1 1 I I O 1 OO <br /> z cl I C.,, p0 <br /> s i � <br /> t 425-+ X51 Inlet DT Bot TVD, E . r<9P) ' 1 ) �A J {� rti 0� 1 34 O0 <br /> Attachment 1 <br /> nni , n e <br />