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Trinity Contractors, Inc 3/1/2017
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Trinity Contractors, Inc 3/1/2017
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Last modified
6/11/2018 10:38:25 AM
Creation date
3/10/2017 2:24:32 PM
Metadata
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Template:
Contracts
Contractor's Name
Trininty Contractors, Inc
Approval Date
3/1/2017
Council Approval Date
2/1/2017
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Citywide Intersection Signing Project
Public Works WO Number
PW3628
Tracking Number
0000497
Total Compensation
$653,910.20
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Trinity Contractors Inc 4/3/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Trinity Contractors Inc. 5/4/2018 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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1 2-03.AP2 , <br /> 2 Section 2-03, Roadway Excavation and Embankment I <br /> 3 August 1, 2016 <br /> 4 2-03.3(7)C Contractor-Provided Disposal Site , <br /> 5 The second paragraph is revised to read: <br /> 6 <br /> 7 The Contractor shall acquire all permits and approvals required for the use of the <br /> 8 disposal sites before any waste is hauled off the project. The Contractor shall submit a <br /> 9 Type 1 Working Drawing consisting of copies of the permits and approvals for any <br /> 10 disposal sites to be used. The cost of any such permits and approvals shall be included III <br /> 11 in the Bid prices for other Work. <br /> 12 <br /> 13 The third paragraph is deleted. <br /> 14 <br /> 15 5-01.AP5 <br /> 16 Section 5-01, Cement Concrete Pavement Rehabilitation <br /> 17 August 1, 2016 <br /> 18 5-01.2 Materials ' <br /> 19 In the first paragraph, the following item is inserted after the item "Joint Sealants": <br /> 20 <br /> 21 Closed Cell Foam Backer Rod 9-04.2(3)A <br /> 22 <br /> 23 5-01.3(8) Sealing Existing Transverse and Longitudinal Joints <br /> 24 This section's title is revised to read: 1 <br /> 25 <br /> 26 Sealing Existing Longitudinal and Transverse Joint <br /> 27 <br /> 28 The first paragraph is revised to read: <br /> 29 <br /> 30 The Contractor shall clean and seal existing longitudinal and transverse joints where <br /> 31 shown in the Plans or as marked by the Engineer. <br /> 32 <br /> 33 The first sentence of the second paragraph is revised to read: <br /> 34 <br /> 35 Old sealant and incompressible material shall be completely removed from the joint to <br /> 36 the depth of the new reservoir with a diamond blade saw in accordance with the detail <br /> 37 shown in the Standard Plans. <br /> 38 <br /> 39 The fifth paragraph is revised to read: <br /> 40 <br /> 111 <br /> 41 Immediately prior to sealing, the cracks shall be blown clean with dry oil-free <br /> 42 compressed air. If shown in the Plans, a backer rod shall be placed at the base of the <br /> 43 sawn reservoir. The joints shall be completely dry before the sealing installation may <br /> 44 begin. Immediately following the air blowing and backer rod placement, if required, the <br /> 45 sealant material shall be installed in conformance to manufacturer's recommendations <br /> 46 and in accordance with Section 5-05.3(8)B. <br /> 47 <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />
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