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2012-101A
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2012-101A
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Last modified
12/28/2015 1:31:44 PM
Creation date
10/1/2015 4:28:13 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
05/22/2012
Control Number
2012-101A
Agenda Item Number
12.I.1
Entity Name
Timothy Rose Contracting
Subject
Contract Documents and Specifications
Oslo Road Phase 111 Roadway Improvements
Area
58th Avenue and 43rd Avenue
Project Number
0517
Bid Number
2012036
Supplemental fields
SmeadsoftID
11224
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Addendum No . 1 <br /> April 23 , 2012 <br /> Bid No : 2012036 <br /> 10 . A Pay Item 102 - 1A has been added to cover the Temporary Pavement for MOT . <br /> Temporary pavement will be required west of 58th Avenue . Please refer to the <br /> revised plan sheets CP1A , CP1 and CP2 for Typical Section and Plan View of the <br /> Temporary Pavement . <br /> 11 . The Miami Curb Detail on plan sheet 5 of 69 has been revised to state expansion <br /> joints at all inlets , at all radius points and construction joints at 10 ' intervals . Please <br /> refer to FDOT Specification 520-6 for further details . <br /> 12 . Electronic files are not available for download during the bidding phase , but they will <br /> be available for the contractor awarded the bid prior to the start of construction . <br /> 13 . Pay Item 110 -3 under Bridge Improvements includes the removal of the supporting <br /> pile caps and piles of the existing aerial water main and Pay Item 500 - 1 is to <br /> include the cost of placing the existing water main on the proposed brackets . <br /> 14 . The existing aerial water main will remain in service therefore we do not anticipate <br /> any bacteriological testing needed . Please refer to plan sheet 13 - 5 . <br /> 15 . The FC- 12 . 5 at 1 . 75 " thick is an erroneous note sheet 13 -28 on the Bridge <br /> Plans . <br /> The asphalt placed on the bridge will be structural course and will be placed <br /> according to the plan and profile , cross-sections within the Roadway Plans . <br /> 16 . IRC has no record of the thickness of the existing asphalt within the roadway or <br /> over the bridge . Core samples were not performed within the corridor. <br /> 17 . During the construction of the drainage laterals under the existing pavement the <br /> contractor will be responsible to maintain at least one lane of vehicular traffic with a <br /> flagman to facilitate a smooth traffic flow. The cost of this should be included under <br /> Pay Item 102 - 1 Maintenance of Traffic . <br /> i <br /> 18 . The excavation , soil amendment within the planting bed area should be included <br /> with the unit price of the individual pay items under LANDSCAPING in the Itemized <br /> Bid Schedule . The contractor may utilize in situ soil within the landscape area if the <br /> materials are suitable and meets FDOT Specification 580 . <br /> 19 . The area east of Station 99 + 00 is to be milled and resurfaced 1 " with Type SP 9 . 5 . <br /> 20 . It will be the responsibility of the CONTRACTOR to locate all existing utilities prior <br /> to construction . Please refer to General Note 34 , on plan sheet 4 of 69 . We have <br /> not potholed the gas line . <br /> 21 . The overhead power line will be relocated by FPL in a timely manner. <br /> Page 3 of 4 <br /> F: I Public Worksl ENGINEERING DIVISION PROJECTS10517-OSLO ROAD_43rd A ve to 58th Ave-Phase 1111 Admim l bid <br /> documentslAddendumslAddendum No. 1 04-23-12.doc <br />
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