My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-310
CBCC
>
Official Documents
>
2000's
>
2000
>
2000-310
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/6/2024 11:36:59 AM
Creation date
8/6/2024 11:35:39 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
10/10/2000
Control Number
2000-310
Agenda Item Number
11.G.3.
Entity Name
Sheltra & Sons
Subject
Contract for Paving & Drainage Improvements to Willow St. (130 Ave.)
Phase II Between 85th St. & 89th Street
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
67
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
r <br />n <br />BID ITEM- EROSION CONTROL. <br />(� The work specified in this item shall conform to Section 120 of the Florida Department of Transportation <br />Specifications for Read and Bridge Construction. (2000 Edition). Excess fill removed to be delivered to <br />Indian River County to a site designated by the County Engineer. <br />I' <br />nsm of ayrom <br />Payment for the work specified in this item shall be made under: <br />Bid Item Erosion Control Lump Sum <br />i <br />BID ITEM -GRADING EXCAVATION FMRANKMFNT <br />The work specified in this item shall conform to Section 120 of the Florida Department of Transportation <br />Specifications for Road and Bridge Construction. (2000 Edition). Excess fill removed to be delivered to <br />Indian River County to a site designated by the County Engineer. <br />This item shall include all excavation of whatever kind, including subsoil, if necessary, for the roadway, <br />drainage channels, removal of existing pavement, structures and any other work normally included in <br />Section 120. Also included is all work necessary to construct all necessary embankments, including <br />compaction ofsame, normally included in Section 120. Grading of swales and the construction ofall earth- <br />work necessary to achieve the final elevations, lines, grades and <br />contours shown on the plans shall he included in this item. No other additional payment will be made for <br />any earthwork, grading or excavation. <br />It�avment <br />Payment for the work specified in this item shall be made under: <br />Bid Item Grading, Excavation, Embankment Lump Sum <br />BB) ITEM - <br />Contractor shall include a unit price for subgrade preparation. The Engineers sole discretion will determine <br />the location of subgrade preparation used in the Project. <br />The work specified in this item shall conform to Section 160 of the Florida Department of Transportation <br />Specifications for Road and Bridge Construction (2000 Edition) as modified herein. No base will be <br />constructed until density tests, as directed by the Engineer, show the specified values have been attained. <br />The subgrade shall be stabilized to the depth shown in the plans and/or itemized proposal. <br />SP -8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.