My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-091A
CBCC
>
Official Documents
>
2010's
>
2012
>
2012-091A
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/28/2015 11:49:59 AM
Creation date
10/1/2015 4:24:04 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Migration
Approved Date
05/22/2012
Control Number
2012-091A
Agenda Item Number
8.F.
Entity Name
Timothy Rose Contracting
Subject
Contract Documents and Specifications
Drainage Culvert Replacements
Area
7th Ave. SW 17th Lane SW
Project Number
1142
Bid Number
2012037
Supplemental fields
SmeadsoftID
11159
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
194
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
Mm <br /> Q2 . Excavation and Embankment is shown in all Projects on the bid schedule is there a <br /> need for these items ? Please clarify . <br /> A2 . Yes. Our interpretation of the FDOT speciflication 430- 12 (Basis of Payment), <br /> will only cover excavation if existing pipe is removed and replaced with new <br /> pipe approximately at the same location. The proposed culvert work entails <br /> work beyond the limits of the existing culvert and also some canal <br /> excavation. A contractor can elect to price excavation under clearing and <br /> grubbing and embankment under the contract unit price for pipe culvert. <br /> Please note that no additional payments will be made for <br /> excavation/embankment for the proposed work within the limits of the project <br /> if the contractor elects to price excavation/embankment under clearing and <br /> grubbing and the contract unit price for pipe culvert respectively, <br /> Q3 . Project 11426 - There is a water main shown on the plans and in the profile . Is this <br /> going to conflict with the culvert installation ? Please clarify . <br /> A3 . According to the pot hole information the existing 6-inch water main is above <br /> the existing 48-inch CMP. Per cross-section A - 1 on Sheet 7 of 9 we do not <br /> anticipate any conflicts. Please note that the contractor is to support the <br /> existing water main during culvert installation. <br /> Q4 . Project 1142C , D- There is an aerial water main crossing at this culvert replacement . <br /> Based on the existing elevations it appears that the water main will be out of the <br /> ground / Pavement . Please clarify . <br /> A4 . Indian River County Utilities Department will address the water main <br /> adjustment during construction. <br /> Q5 . All Headwall installation locations — How far back on each side of the headwalls do <br /> you want to re-grade the existing swale to transition to the new invert elevation ? Is <br /> this area to be sodded ? <br /> A5 . The toe of the canal will have to be graded 50-feet to the west and east of the <br /> proposed headwalls in all three culvert installation projects (1142B-D) since <br /> the new inverts are lower than the existing canal bottom. The area to be re- <br /> graded will not be required to be sodded. <br /> Q6 . It appears that all areas to be sodded ( Performance Turf) are under stated . Please <br /> clarify . <br /> A6 . The quantities for Performance Turf-Sod (Bahia) pay item 570= 1 =2 have been <br /> changed in the revised Itemized Bid Schedule for Projects 1142B, 1142C and <br /> 1142D. <br /> Q7 . Is there a soils report for the project? If so can it be provided ? <br /> Page 2 of 4 <br /> F:IPublic WorkMENGINEERING DIVISION PROJECTS11142-Misc Culvert ReplacementslAdmimlbid documentslAddendumslAddendum No. 1 04421 <br /> 12. doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.