My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-214A
CBCC
>
Official Documents
>
2010's
>
2011
>
2011-214A
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2016 11:22:17 AM
Creation date
10/1/2015 2:57:52 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
10/11/2011
Control Number
2011-214A
Agenda Item Number
8.H.
Entity Name
Lucas Marine Acquisition Co.
Subject
Bridge Replacement and Roadway Improvements
Area
82nd. Ave. at 4th St.
Project Number
0208
Bid Number
2011057
Supplemental fields
SmeadsoftID
10302
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
242
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
* ADDENDUM #2 9- 12-2011 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME : BRIDGE REPLACEMENT AND ROADWAY IMPROVEMENTS <br /> (82ND AVENUE AT 4TH STREET) <br /> IRC PROJECT #0208 / BID #2011057 <br /> BIDDERS NAME : Lucas Marine Acquisition Company, LLC <br /> Item No. IDescription I Quantity I Unit I Unit Price I Amount <br /> PRESTRESSED PILES <br /> * 455- 133-2 14" sq X 55'-0" MINIMUM (TEST PILE - ABUTMENT ) ( 1 EA ) 55 LF ]38 . 00 <br /> 0 . 00 11 , 000 . 00 <br /> 455-34-2 14" sq X 42'-0" MINIMUM (ABUTMENT) ( 21 EA ) 882 LF 33 , 516 . 00 <br /> 455-34-2A 14" sq X 30' 0" MINIMUM (WING BENT) ( 8 EA ) 240 LF 38 . 00 9 , 120 . 00 <br /> 18 sq X 55' -0" MINIMUM TEST PILE - INTERMEDIATE BENT) 0 <br /> 455- 133-3 REQ ' D . ) 55 LF 225 . 00 12 , 375 . 00 <br /> 455-34-3 18"sq X 40' -0" MINIMUM ( INTERMEDIATE BENT) (23 EA) 920 LF 1 47 . 00 43 , 240 . 00 <br /> 18"sq X 40'-0" MINIMUM ( DEBRI PILE - INTERMEDIATE BENT) (2 <br /> 455-34-3A EA) 80 LF 47 . 00 3 , 760 . 00 <br /> * 455- 14-5 8" X 810" X 1510" PRECAST CONCRETE SHEET WALL ( 24 EA ) 360 LF 98 . 00 35 , 280 . 00 <br /> SIDEWALK <br /> 23 . 1 CY 520 . 00 12 , 012 . 00 <br /> 400-2-4 CLASS II CONCRETE <br /> 415- 1 -4 REINFORCING STEEL 998 LBS 0 . 80 798 . 40 <br /> * 1050- 112- 12 4" DIA . PVC CONDUIT 470 LF 4 . 00 11880 . 00 <br /> APPROACH SLABS <br /> F41 <br /> -2- 10 CLASS II CONCRETE 136 CY 520 . 00 701720 . 00 <br /> - 1 -9 REINFORCING STEEL 35 , 000 LBS <br /> 0 . 80 28 , 000 . 00 <br /> 339- 1 ASPHALT PAVEMENT MISCELLANEOUS ( 2 "THICK) UNDER 4 TN 295 . 00 1 , 180 . 00 <br /> GUARDRAIL <br /> 536- 1 - 1 GUARDRAIL - ROADWAY , THRIE BEAM 44 LF 13 . 23 582 . 12 <br /> F536-8 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY , F& I 1 EA <br /> 11573 . 94 1 , 573 . 94 <br /> 536-85-25 GUARDRAIL END ANCHORAGE ASSEMBLY ( MELT) 1 EA 11564 . 92 11564 . 92 <br /> ROCK RUBBLE ( CANAL EXCAVATION AND FILTER AS 85 . 00 65 , 450 . 00 <br /> 530-3-3 REQUIRED SHALL BE INCLUDED IN THIS ITEM ) 770 TN <br /> BRIDGE IMRPOVEMENTS SUB TOTAL 779 , 791 . 38 <br /> MISCELLANEOUS <br /> PUBLIC CONSTRUCTION BOND 1 LS 71000 . 00 71000 . 00 <br /> F <br /> TRENCH SAFETY COMPLIANCE ( OVER 5' ) ( SEE SEC . 00454) +1LSS <br /> 1 , 000 . 00 1 , 000 . 00 <br /> TRENCH SAFETY COMPLIANCE ( SHORING ) ( SEE SEC . 00454 ) 100 . 00 100 . 00 <br /> 802 <br /> MISCELLANEOUS SUB TOTAL 8 ) 100 . 00 <br /> �G= IXIE HIGHWAY OVER SOOTffRFELTEF CANAL <br /> ROAD IMPROVEMENTS TOTAL 13018 , 106 . 00 <br /> LS - Lump Sum LF = Linear Foot EA = Each SY = Square Yard TN = Ton <br /> CY = Cubic Yards LBS = Pounds AS = Assembly <br /> NOTE : IF THERE IS A DISCREPANCY BETWEEN THE PLANS ( SUMMARY OF PAY ITEMS ) <br /> AND THE ITEMIZED BID SCHEDULE THE BID DOCUMENTS WILL GOVERN , <br /> F \Public Works\ENGINEER ING DIVISION PROJECTS\0208-82nd Ave Bridge Replacement at 4th St\Admlm\bld documents\Itemized Bid Schedule 09-12- 11 As 00310 <br />-5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.