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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 <br /> 2 The last paragraph is deleted. <br /> 1 3 <br /> 4 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays <br /> 5 The first two paragraphs are deleted and replaced with the following: <br /> I 6 <br /> 7 The Engineer will perform slump, temperature, and entrained air tests for acceptance in <br /> 8 accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor <br /> I 9 <br /> 10 has turned over the concrete for acceptance testing. The Engineer will perform testing <br /> as the concrete is being placed. Samples shall be taken on the first charge through <br /> 11 each mobile mixer and every other charge thereafter. The sample shall be taken after <br /> 12 the first 2 minutes of continuous mixer operation. Concrete samples for testing shall be <br /> 13 supplied to the Engineer in accordance with Section 6-02.3(5)E. <br /> 14 <br /> 15 The second to last sentence of the last paragraph is revised to read: <br /> 16 <br /> 17 Recommendations made by the technical representative on or off the jobsite shall be <br /> 18 adhered to by the Contractor. <br /> 19 <br /> 20 6-10.AP6 <br /> 21 Section 6-10, Concrete Barrier <br /> 22 August 1, 2016 <br /> 23 6-10.3(5) Temporary Concrete Barrier <br /> 24 This section title is revised to read: <br /> 25 <br /> 26 Temporary Barrier <br /> 27 <br /> 28 The first paragraph is revised to read: <br /> I 29 <br /> 30 For temporary barrier, the Contractor may use precast concrete barrier or temporary <br /> 31 steel barrier. Temporary concrete barrier shall comply with Standard Plan requirements <br /> ' 32 <br /> 33 and cross-sectional dimensions, except that: (1) it may be made in other lengths than <br /> those shown in the Standard Plan, and (2) it may have permanent lifting holes no larger <br /> 34 than 4 inches in diameter or lifting loops. Temporary steel barrier shall be certified that it <br /> 35 meets NCHRP 350 or MASH crash test requirements and shall be installed in <br /> 36 accordance with the manufacturer's recommendations. <br /> 37 <br /> 38 6-10.4 Measurement <br /> 1 39 The first sentence of the second paragraph is revised to read: <br /> 40 <br /> 41 Temporary barrier will be measured by the linear foot along the completed line and <br /> 42 slope of the barrier, one time only for each setup of barrier protected area. <br /> 43 <br /> 44 6-10.5 Payment <br /> 45 The Bid item "Temporary Conc. Barrier", per linear foot, and the paragraph following this Bid <br /> 46 item, is revised to read: <br /> 47 <br /> ' 48 "Temporary Barrier", per linear foot. <br /> 49 <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />
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