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2015-095A
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2015-095A
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Last modified
3/30/2017 10:34:14 AM
Creation date
7/24/2015 10:06:55 AM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
05/12/2015
Control Number
2015-095A
Agenda Item Number
8.J.
Entity Name
Timothy Rose Contracting
Subject
Intersection Improvements
Area
20th Ave. & 16th Street
Project Number
0225
Bid Number
2015037
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CLARIFICATIONS / CORRECTIONS/ADDITIONS/QUESTIONS: <br />Timothy Rose Contracting, Incorporated had concerns about having a major storm event while forming <br />the poured in place box culverts. They requested that the box culvert be installed as precast units and <br />put in sections. <br />Response: <br />The poured in place Box Culvert construction shall be removed and the contract documents amended as <br />follows: <br />THE ITEMIZED BID SCHEDULE OF THE CONTRACT DOCUMENTS SHALL BE AMENDED AS <br />FOLLOWS: <br />ITEM 400-2-1 CLASS II CONCRETE (CULVERT) <br />SHALL BE DELETED <br />AND <br />SHALL BE AMENDED TO: <br />ITEM 400-2-1-A CLASS II PRE -CAST CONCRETE <br />BOX CULVERT 6' X 6' <br />ITEM 400-2-1-B CLASS II PRE -CAST CONCRETE <br />BOX CULVERT 6' X 9' <br />UNIT — CY, QUANTITY — 449 <br />UNIT — LF, QUANTITY —180 <br />UNIT — LF, QUANTITY — 200 <br />Notes: <br />1. The PRE -CAST BOX CULVERTS shall comply with the 2015 FDOT DESIGN STANDARDS, INDEXES 289, <br />291, 292. <br />2. The PRE -CAST BOX CULVERTS at the retaining wall sections shall have the reinforcing steel <br />configuration to accommodate the retaining wall section (Typical) as shown on details 2/S-5, sheet <br />S-5, Station 16+48.11 and 1/S-6, sheet S-6, Station 16+48.11 for the 6' x 6' Box Culvert and as <br />shown on details 2/S-7, sheet S-7, Station 24+04.10 and 1/S-8, sheet 5-8, Station 24+04.10 for the <br />6' x 9' Box Culvert. (See Bridge Design Associates, Inc. plans labeled 20 Avenue and 16 Street Box <br />Culvert Extensions, No. 14-531) <br />3. The PRE -CAST BOX CULVERTS at the connection to the existing Box Culvert shall have the steel <br />configured to accommodate the connection to existing section (Typical) as shown on detail 2/S-6, <br />sheet S-6, Station 18+28.63 for the 6' x 6' box culvert and as shown on details 2/S-8, sheet S-8, <br />Station 22+03.84 for the 6' x 9' box culvert. . (See Bridge Design Associates, Inc. plans labeled 20 <br />Avenue and 16 Street Box Culvert Extensions, No. 14-531) <br />4. The Pre -cast Box culvert shall include the cost of the required reinforcing steel. <br />Page 2 of 4 <br />Public \Rork, ENGINEERING DIVISION PROIL( 1S,u2_5 201h ;Ave and 16th St Intersection Improceme t Admin Addend. Addendum No I doc <br />
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