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2000-310
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Last modified
8/6/2024 11:36:59 AM
Creation date
8/6/2024 11:35:39 AM
Metadata
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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
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Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item Stabilized sub -grade (12") Square Yard <br />Bid Item Stabilized sub -grade (6") Square Yard <br />ITEM NO. 10& 11 - CEMENTED Con11MA SHELL BARE <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 />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item 8" Cemented Coquina Base Square Yard <br />Bid Item 6" Cemented Coquina Base Square Yard <br />BID ITEM - PRIME AND TACK COATC <br />All prime and tack materials as identified in the 2000 Road and Bridge Specifications may be used. The <br />quantities to be paid for under this Section shall be included in the cost offs, following contact items: <br />L Prime Coat - included in "Base" Pay Item. <br />2. Tack Coat -included in"Asphaltic Concrete'Pay Item <br />3. Bituminous Material (Plant Mix) (asph. cem. 20/30) - to be included in Asphaltic Concrete. <br />BID ITEM- ASPHALTIC CONCRETE TWE C-111/4"THICK <br />BID ITEM- ASPHALTIC CONCRETE TYPE Flr1, I"THICK <br />The work specified in this item shall conform to Section 331 ofthe Florida Department of Transportation <br />Standard Specifications for Road and Bridge Construction (1991 Edition) with the following modifications. <br />Compaction shall be done to attain either of the following minimum standards at the Engineer's discretion. <br />93% Laboratory Density (AASHTO Test Method T 245) <br />92%Theoretical (Maximum Density)(AASHTO Test Method T 209) <br />A sample shall be taken for each roadway at the Engineers direction. <br />If a sample fails to meet these standards, one additional test will be performed, at the Contractor's expense, <br />and the average result will be used. Ifthe average result is less than the minimum standards, a reduction in <br />SP -9 <br />W <br />
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