Laserfiche WebLink
* ADDENDUM #2 <br /> Ik <br /> * * ADDENDUM #3 3-5-2012 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME : 66TH AVENUE ROADWAY IMPROVEMENTS - PHASE 2 <br /> (4TH STREET TO 16TH STREET) <br /> IRC PROJECT #9810 -B/BID #2012032 <br /> BIDDERS NAME : <br /> 7REPLACEMENT <br /> 33�aua llnR n1t;P,Nce>t AmbuntUTILITY FIXTURE , 6" GATE VALVE ASSEMBLY, 2 LS <br /> REPLACEMENT OF EXISTINGUTILITY FIXTURE, 8" GATE VALVE ASSEMBLY,OF EXISTING 2 LS Zc w pc, o <br /> * OF-3 UTILITY FIXTURE , 6" LINE STOP VALVE ASSEMBLY 2 LS 2SfX�"`° SDU(7 CIO <br /> * UF4 UTILITY FIXTURE , 8" LINE STOP VALVE ASSEMBLY 1 LS <br /> * 1080-15 WATER MAIN PIPE & FITTINIGS , ADJUSTIMODIFY 6" & 8" 18 LS � 00 <br /> VALVE BOX & STEM ltLiz 2l9 SSCo -- <br /> * 1644700 FIRE HYDRANT , ADJUST & MODIFY 3 LS <br /> * 1644800 FIRE HYDRANT, RELOCATE 1 LS I3yZ °0 i3yz ,�e <br /> * 1050- 11224 FORCE MAIN PIPE, F& I , PVC , SEWER 8" 42 LF o` Qo <br /> 1 ( ZQ az <br /> * IUFMC- 1 FORCE MAIN CONFLICT STA. 36 + 30 IT 66TH AVENUE 1 LS 1pZo` 410Z490 <br /> * 1080- 15 UTILITY FIXTURES , ADJUST/MODIFY 24" FORCE MAIN,JAIR 4 LS o� ZliraCOQ <br /> RELEASE VALVE BOX & Sp <br /> * 1080- 15 UTIL, FIXTURES , ADJUST/MODIFY 24" FORCE MAIN , GATE 2 LSo0 04 <br /> VALVE BOX & STEM CoSd — 1300 — <br /> UTILITY ADJUSTMENTS SUBTOTAL It. di (ar? <br /> BRIDGE IMPROVEMENTS <br /> 120-5 CHANNEL EXCAVATION 730 CY ! t) oa X300 0<' <br /> 1201116 EMBANKMENT (COMPACTED IN PLACE) 30 CY 30c" <br /> QOD � <br /> 125- 1 EXCAVATION FOR STRUCTURES 170 CY o0 00 <br /> �-- <br /> 400-2-5 CLASS II CONCRETE (SUBSTRUCTURE) 135 CY �3D '{ 1556 <br /> 40044 CLASS IV CONCRETE (SUPERSTRUCTURE) 285 CY -I t{ b ZId4� oo <br /> 400411110 CLASS IV CONCRETE (APPROACH SLABS) 98 CY30!900 3Z 3 00 <br /> 400-7 BRIDGE FLOOR GROOVING 475 SY <br /> 400- 147 BEARING PADS (NEOPRENE) 32 EA <br /> 415- 14A REINFORCING STEEL (SUPERSTRUCTURE) 61 ,620 LBS <br /> 415- 14B REINFORCING STEEL (SUBSTRUCTURE) 101330 LBS eo l0 33Ood <br /> 415-1 -9 REINFORCING STEEL (APPROACH SLABS) 16 , 030 LBS ( 00 <br /> 450- 1 - 1 PRESTRESSED BEAMS (AASHTO II) 762 LF Ic �>� °O 1l0i0 °0 <br /> 455-34-3 PRESTRESSED CONCRETE PILES FURN . & DRIV, 18"x18" 820 LF ao o " <br /> Ccs 5 #5 — <br /> 455- 143-3 TEST PILES PRESTRESSED CONCRETE ( 18 "x18") 140 LF poo 2.51 = 00 <br /> .r — <br /> 460-70-2 ALUMINUM RAILING (DOUBLE) 236 LF 0� 607 ?J VL <br /> 521 -5- 1 TRAFFIC BARRIER 236 LF <br /> 530-3-3 rRIPRAP (RUBBLE STONE) 874 TN --1 I op (021 O5c{ <br /> BRIDGE IMPROVEMENTS SUB TOTAL OQ 84 <br /> F:1Public Works\ENGINEERING DIVISION PROJECTSM108,Wth Ave Ph 2 4th St to 16th SIVWdmim\ADDENDUMSVTEMIZED BID SCHEDULEADD #3.)ds 00310-8 <br /> x . <br />