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Jansen Inc 6/10/2019
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Jansen Inc 6/10/2019
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Entry Properties
Last modified
1/25/2021 10:31:13 AM
Creation date
7/9/2019 11:12:22 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Jansen Inc
Approval Date
6/10/2019
Council Approval Date
5/29/2019
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Downtown Streetscape Improvement
Public Works WO Number
PW3553 PW3640 UP3648
Tracking Number
0001861
Total Compensation
$9,577,841.02
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Jansen Inc 11/6/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc 12/21/2019 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc 3/20/2020 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Jansen Inc. 1/16/2021 Change Order 4
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Franchise
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I <br /> 1 6-07.3(6)A Paint Containers <br /> 2 In item number 2 of the first paragraph, "Federal Standard 595" is revised to read "SAE AMS <br /> I3 Standard 595". <br /> 4 <br /> 5 6-07.3(6)B Paint Storage <br /> I 6 Item number 2 of the second paragraph is revised to read: <br /> 7 <br /> 8 2. The Contractor shall monitor and document daily the paint material storage facility with <br /> 9 a high-low recording thermometer device. <br /> I10 <br /> 11 6-07.3(7) Paint Sampling and Testing <br /> 12 The first two paragraphs are revised to read: <br /> I13 <br /> 14 The Contractor shall provide the Engineer 1 quart of each paint representing each lot. <br /> 15 Samples shall be accompanied with a Safety Data Sheet. <br /> I16 <br /> 17 If the quantity of paint required for each component of the paint system for the entire project <br /> 18 is 20 gallons or less, then the paint system components will be accepted as specified in <br /> I 19 Section 9-08.1(7). <br /> 20 <br /> 21 6-07.3(8)A Paint Film Thickness Measurement Gages <br /> I22 The first paragraph is revised to read: <br /> 23 <br /> 24 Paint dry film thickness measurements shall be performed with either a Type 1 pull-off gage <br /> I25 or a Type 2 electronic gage as specified in SSPC Paint Application Specification No. 2, <br /> 26 Procedure for Determining Conformance to Dry Coating Thickness Requirements. <br /> 27 <br /> 28 6-07.3(9) Painting New Steel Structures <br /> I29 The last sentence of the second paragraph is revised to read: <br /> 30 <br /> 31 Welded shear connectors are not required to painted. <br /> I32 <br /> 33 The last paragraph is revised to read: <br /> 34 <br /> I35 Temporary attachments or supports for scaffolding, containment or forms shall not damage <br /> 36 the paint system. <br /> 37 <br /> I <br /> 38 6-07.3(9)A Paint System <br /> 39 The first paragraph is revised to read: <br /> 40 <br /> I 41 <br /> The paint system applied to new steel surfaces shall consist of the following: <br /> 42 <br /> 43 Option 1 (component based paint system): <br /> 44 <br /> 45 Primer Coat — Inorganic Zinc Rich 9-08.1(2)C <br /> 46 Intermediate Coat— Moisture Cured Polyurethane 9-08.1(2)G <br /> 47 Intermediate Stripe Coat— Moisture Cured Polyurethane 9-08.1(2)G <br /> I48 Top Coat— Moisture Cured Polyurethane 9-08.1(2)H <br /> 49 <br /> 50 <br /> City of Everett Page AM-43 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />
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