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ITEMIZED BID SCHEDULE
<br /> Project Name: CR512, Phase qIV� � R� oadway Improvements IRC Project Number 9611
<br /> • IRC Bid Number 2006012 Bidders Name: l.F3A11ZA, 77- 4K REVISED 11106/02
<br /> ADDENDUM #2
<br /> • * Revised Line Items
<br /> Item No. Description Quantity Unit Unit Price Amount
<br /> .. .... . .,...<u:r ... . ,, ' . T . .. o . . 'n ' .,.»._.! ar. r.: . ' e> ' :. !:<+ <. _ '. : ':k>::& :,.<....: ' asr:. .fiY:>" . C::>sse`an
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<br /> CR512IMPROVEMENTS
<br /> up
<br /> 101 -1 Mobilization 1 Ls 427, 77 41 yZ7. 77
<br /> r 102-1 Maintenance of Traffic 1 LS . IST LIS W I a L D
<br /> 102-3 Commercial Materials 1 , 196 cY G2242 74 q&Z . 9
<br /> 104-4 Mowinq 46 AC 5V• X Z 3Cb !tC
<br /> 104-10 Baled Hay or Straw 270 EA 11, 5-5-
<br /> tU
<br /> 104-13 Staked Slit Fence. Type ill 25.943 LF /+ 97 5ig3Z9 , ya
<br /> 109.71 Feld Ofsce Contractors 1 LS Sq J�zr� ,7Q.�i
<br /> 110-1 -1 lClearing & Grubbing 1 LS a© : OD / • r
<br /> Plugging Wells (Artesian Wells ) (if necessary) "(Actual quantity to be O
<br /> 110-5 determined at a later date) 2 EA Ca �lSq. r;YJ % 7
<br /> Plugging Wells (Non-Artesian Wells ) (if necessary) ' (Actual quantity to be
<br /> 110-6 determined at a later date) 2 EA
<br /> 1r * 120-1 Excavation. Regular 118,165 CY 24ZI yb6 , 80
<br /> 120.4 Excavation, Subsoil (Muck,Clay, Rock, etc., a6 unsuitable materials 4 970 CY !, 39 3 • 0
<br /> r * 1246 Embankment (fill) - (includes replacement of subsoils) 97.842 CY
<br /> 160-41 Type B Stablization (B" Min) 44,606 BY 50 O�Wc5 3//33 :. OY
<br /> 160-4-2 Ty e B Stabl'¢ation (12" Min) 90, 121 SY 5549 '7 -fJ 665P X/
<br /> . z:.>:z ^ax�rM«e•+s:<. :,z: F '< sarr ri.:r : < ^ :a ' - a < , : s :.,x: > a .
<br /> 2B5-7-09 Optional Base Group 9 10" Cemented Coquina Base 80 420 SY 13,59 I D92 gO7 $�
<br /> 285-7-16 Optional Base Group 16 (4" Cemented Coquina Base) 8,600 SY q 056 S e0 •w
<br /> • 286.1-2 Turnout Construction 1 6,556 SY 367 ,
<br /> �e . x. ...a: +.:,x : x: - '. .w . ,.s'. '.:� .Y. .;� '.. .: _::.�... Y.., . : v� .;a> , ., . , ., a ..�I .. '..:. . a •: s <:,
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<br /> * 327-73 Milling Existing Asphalt Paving - 1" Depth 13,715 SY I ZZ.12$3 i , /5
<br /> 33 -2410 Suoerpave As haltic Concrete, 7 e SP 9.5 (? " Thick 94,610 SY
<br /> 334-2414 Sunerpave Asphaltic Concrete, TypeSP12.5 11t2" Thick) 84,512 SY 7+ /7 (�D3
<br /> r
<br /> 400-1-2 Class I Concrete Endwalls (index 250) 1 9 CY lo30. D S 70
<br /> I I
<br /> 425-1 .351 Inlet Type P-5 (<19) I 1 EA 33075-01f7, S-0
<br /> 425.1 -361 Inlet Type P-6 <10') 3 EA J' +
<br /> 40 425.1 -521 Inlet OT Bat Type C, <1 O'� 1 EA 7.7rX 157 '
<br /> 425.1 -542 Inlet, Type D 13 EA 712. 5
<br /> 411111 1 425-1-549 Inlet type 0 Modified - 2 EA 32D2 ,50
<br /> 0031G
<br /> r
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