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2012-227C.1
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2012-227C.1
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Last modified
1/7/2016 2:05:06 PM
Creation date
10/1/2015 5:05:17 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
12/18/2012
Control Number
2012-227C.1
Agenda Item Number
12.I.2
Entity Name
Dickerson, Florida Inc.
Subject
Addendum No.1
66th Avenue Roadway Improvments
Area
SR 60 to North of 49th Street
Bid Number
2013008
Supplemental fields
SmeadsoftID
11698
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QUESTION NO . 39 <br /> On the KHA plans, sheet 15, note #2 indicates lateral "A" canal bottom being re-graded through a <br /> transition of 50' up and downstream of bridge structure to the existing canal section . Where is •the re- <br /> grading to be paid ? Under the bridge rubble rip- rap ? Or the regular excavation ? This note only <br /> appears on the KHA plans ( & not Arcadis) ? <br /> ANSWER NO. 39 <br /> The cost associated with the excavation to install the rubble rip-rap and the associated canal bottom <br /> transitions are to be included within pay item 531-34, as per FDOT Specification Section 530. <br /> QUESTION NO . 40 <br /> The channel excavation ( lake excavation ) volume (44,438 cy- item 120-5 ) on the bid schedule sheet <br /> 00310-23 appears excessive to the volumes we have quantified ( over 30%) . Please advise . <br /> ANSWER NO. 40 <br /> The quantity has been revised to be 38,000 CY: <br /> QUESTION NO. 41 <br /> Is it possible to e-mail the addendum on Monday afternoon in addition to fed-ex as people will be <br /> leaving for the holiday and the extra hours available ( if e- mailed ) will help . <br /> ANSWER NO. 41 <br /> Indian River County will not email Addendum No . 2 . Addendum No . 2 will be fed-ex and posted on <br /> Demand Star. Therefore, all plan holders will have access to the Addendum on Demand Star. <br /> QUESTION NO. 42 <br /> Please clarify the Class I concrete item for S409A. On the Summary of Drainage Structures there is <br /> 4. 53 c.y. of Class I concrete what is this for? Please clarify. <br /> ANSWER NO. 42 <br /> The 4. 53 Cy of Class I concrete is for endwall number EW 250 in detention area number 6 . <br /> QUESTION NO. 43 <br /> On the Summary of Drainage Structures a concrete collar is shown for S-206A. The plans reflect 102 If. <br /> of 30" CAP being constructed from S-206A to the lake . Where is the collar to be constructed ? Please <br /> clarify. <br /> ANSWER NO. 43 <br /> A concrete collar is not required at this location . <br /> QUESTION NO. 44 <br /> There is a 72" RCP shown on page 63 of 275 . However there is not a pay item on the bid schedule. <br /> Please clarify. <br /> Page 9 of 14 <br /> F:\Public WorksENGINEERING DIVISION PROJECTS\0545-667h Ave SR60 to 57th St (Amadis)\Admhn\Bid Documents!_Addendum QhAddendum No. 2 <br /> 114 942 .doc <br />
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