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2012-021A
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2012-021A
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Last modified
12/15/2015 1:17:58 PM
Creation date
10/1/2015 4:08:43 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
02/14/2012
Control Number
2012-021A
Agenda Item Number
8.D.
Entity Name
Timothy Rose Contractor
Subject
Contract Documents and Specifications
Culvert Replacement
Area
6th Ave. SW North of 23rd. St. SW
Project Number
1136
Bid Number
2012033
Archived Roll/Disk#
112-R-0001
Supplemental fields
SmeadsoftID
10978
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embankment shall be included in cost of subsoil excavation . Contractor to coordinate <br /> with county representative prior to any subsoil excavation . <br /> D . Embankment - General Requirements for Embankment Materials : The following is <br /> added after the first paragraph of Subarticle 120 - 7 . 2 : <br /> Roadway Design Standard Index No . 505 , Embankment Utilization Details is modified <br /> by the addition of the following : <br /> Any stratum or stockpile or soil which contains obvious pockets of highly organic <br /> material may be designated as muck or unsuitable for construction of subgrade by the <br /> Owner . <br /> Backfill material containing more than 2 . 0 % by weight of organic material , as <br /> determined by FM 1 -T 267 and by averaging the test results for three randomly <br /> selected samples from each stratum or stockpile of a particular material , shall not be <br /> used in construction of the reinforced volume . If an individual test value of the three <br /> samples exceeds 3 . 0 % , the stratum or stockpile will not be suitable for construction of <br /> the reinforced volume . <br /> No A- 8 material permitted in embankment . <br /> E . Payment shall be included in the price of the Box Culvert installation . <br /> SECTION — 285 - CEMENTED COQUINA SHELL BASE <br /> A . Sub Article 2854 is modified by the addition of the following : <br /> Base material , thickness and requirements are described in the construction plans . <br /> Only one type of alternate base material shall be used . No additional payment will be <br /> made for base thickness in excess of the specified thickness <br /> 3 . B . Payment shall be made under : <br /> Bid Item No . 285 - 714 — Cemented Coquina Shell Base ( 16 " ) Three Lifts - Per <br /> Square Yard <br /> SECTION — 334 - SUPERPAVE ASPHALTIC PAVEMENT <br /> The work specified in this item shall conform to Section 334 of the Florida Department of <br /> Transportation Standard Specifications for Road and Bridge Construction 2010 . <br /> Sub article 334 - 8 . 1 through 334 - 8 . 3 — Basis of Payment shall be deleted in its <br /> entirety . <br /> Sub article 334 - 8 . 4 — Payment shall be amended as follows : <br /> 01025-21 Technical Specifications <br /> F :\Public Works\ENGINEERING DIVISION PROJECTS\ 1136-6th Ave SW_ Culvert Replacement N of 23rd St SW1Admim\Contract <br /> Documents\Technical Specification s . doc <br />
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