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ITEMIZED BID SCHEDULE <br /> � ' Project Name: CR512, P� aase IV Roadway Improvements IRC ProiedNumber 9611 <br /> Bidders Name: 41 &��C �AK REVISED 11106102 <br /> IRC Bid Number 2008012 <br /> ADDENDUM #2 <br /> i <br /> * Revised Line Items <br /> Item No. Descri tion Quantity Unit Unit Price Amount <br /> t5- CR512IMPROVEMENTS <br /> 101-1 Mobilization 1 LS <br /> i 1 LS <br /> 102-1 Maintenance of Traffic <br /> 102-3 Commercial Materials 1 196 CY <br /> i <br /> 104-4 Movvinq 46 AC <br /> 104-10 Baled Hay or Straw 270 EA <br /> i <br /> 10413 Staked Silt Fence Type III 25,943 LF <br /> i <br /> 109-71 Field Office Contractors 1 LS <br /> 110-1 -1 Clearing & Grubbing 1 LS <br /> Plugging Wells (Artesian Wells ) (if necessary) *(Actual quantity to be <br /> 40 110-5 determined at a later date) 2 EA <br /> Plugging Wells (Non-Artesian Wells ) (if necessary) ' (Actual quantity to be <br /> 110-6 determined at a later date 2 EA <br /> * 120-1 Excavation, Regular 118,165 CY <br /> 1204 Excavation Subsoil (Muck,Clay, Rock etc., all unsuitable materials 4,970 CY <br /> i <br /> " 120.6 Embankment (fill) - (includes replacement of subsoils) 97,842 C <br /> 160-4-1 Type BStabl'ization 8" Min) 44,606 SY <br /> i <br /> 160-42 T e B Stablization (12" Min 90,121 BY .. <br /> i 2855-7-09 0 tional Base Grou 9 10" Cemented Co uins Base 80 420 SY <br /> 285-7-16 O tional Base Grou 16 4" Cemented Co uina Base 8600 SY <br /> i 286-1-2 Turnout Construction As haN 6 556 BY <br /> 777777==M Me M <br /> " 327-73 Milling Existing Asphalt Paving - 1 " Depth 13,715 SY <br /> i <br /> 33424-10 Superpave Asphaltic Concrete Type SP 9.5 1" Thick 94,610 SY <br /> 334-2414 Superpave Asphaltic Concrete Type SP12.5 11/2" Thick) 84,512 SY <br /> i <br /> 400-1-2 Class I Concrete Endwalls Index 250 9 CY <br /> 425-1-351 Inlet Type P-5 (<10') 1 FA <br /> 425-1 -361 Inlet Type P-6 <t (Y) 3 EA <br /> 425-1321 Inlet DT Bot Tye C, (<10") 1 EA <br /> 425-1 -542 Intel, el) <br /> 13 EA <br /> WIN 2 EA <br /> 425-1-549 Inlet e D Modified <br /> =0-4 <br /> No <br />