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2011-226B.1
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2011-226B.1
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Entry Properties
Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
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AIC I <br /> SUBARTICLE 350 - 9 . 1 (Pages 348 and 349) is deleted and the following substituted : <br /> 350-9 . 1 General Requirements : Immediately after placing the concrete , strike -off, <br /> consolidate , and finish it to produce a finished pavement in accordance with the cross - section, <br /> width, and surface finish required by the Contract Documents . Perform the sequence of <br /> operations as follows : strike-off; vibratory consolidation ; screeding; floating ; removal of <br /> laitance ; straightedging ; and final surface finish . Except as specified, perform strike-off, <br /> consolidation, screeding, and floating by the machine method . <br /> Use equipment that is fully and accurately adjustable to produce a pavement <br /> meeting project requirements . Use equipment that is capable of operating in a consistent and <br /> smooth manner under all conditions of use . <br /> As soon asP ossible after screeding while the concrete is plastic, correct all flaws <br /> such as cavities , blemishes , marks , or scratches that will not be removed by planing . . <br /> Provide a concrete surface true to grade , cross slope and superelevation, and free <br /> dding water to assist the finishing operations , apply <br /> of irregularities . If the Engineer permits a <br /> water as a fog spray by means of approved spray equipment. <br /> SUBARTICLE 350- 18 (Pages 357 - 358) is deleted and the following substituted: <br /> 35048 Basis of Payment. <br /> Prices and payments will be full compensation for all work specified in this Section, <br /> including any preparation of the subgrade not included in the work to be paid for under another <br /> Contract item; all transverse and longitudinal joint construction, including tie -bars and dowel <br /> bars ; the furnishing of test specimens ; repair of core holes ; and all incidentals necessary to <br /> complete the work. <br /> Payment will be made under: <br /> Item No . 350- 1 - Plain Cement Concrete Pavement - per square yard. <br /> Item No . 350- 2 - Reinforced Cement Concrete Pavement - per square yard . <br /> Item No . 350- 72 - Cleaning and Resealing Joints - per foot. <br /> Item No . 350- 78 - Cleaning and Sealing Random Cracks - per foot. <br /> 355 VALUE ADDED PORTLAND CEMENT CONCRETE PAVEMENT . <br /> REV (24240) (FA 24740) (740 ) <br /> SECTION 355 - 1 (Page 368) is deleted and the following substituted : <br /> 3554 Description . <br /> Construct Value Added Portland Cement Concrete Pavement (Concrete Pavement) , <br /> subject to a five year warranty period after final acceptance of the Contract in accordance with 5 - <br /> 11 . This Section applies only to new pavements , including added lanes . <br /> Furnish a copy of each mix design to the Engineer at least 14 days prior to any paving <br /> work. <br /> Perform all the associated work specified in this Section including continued <br /> responsibility for performing all remedial work associated with pavement distresses exceeding <br /> - 129 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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