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McCann Construction Enterprises Inc 11/7/2018
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McCann Construction Enterprises Inc 11/7/2018
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Last modified
11/4/2019 9:16:10 AM
Creation date
11/8/2018 10:04:42 AM
Metadata
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Template:
Contracts
Contractor's Name
McCann Construction Enterprises Inc
Approval Date
11/7/2018
Council Approval Date
10/3/2018
Department
Public Works
Department Project Manager
Tom Hood
Subject / Project Title
N Broadway Transit Improvement Project
Public Works WO Number
PW3644
Tracking Number
0001465
Total Compensation
$2,249,764.10
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
McCann Construction Enterprises Inc 10/22/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> I1 9-29.2(1) Junction Boxes <br /> 2 The first paragraph is revised to read: <br /> I 3 <br /> 4 For the purposes of this Specification concrete is defined as portland cement or blended <br /> 5 hydraulic cement concrete and non-concrete is all others. <br /> 6 <br /> I7 9-29.2(1)A2 Non-Concrete Junction Boxes <br /> 8 The first paragraph is revised to read: <br /> 9 <br /> 10 Material for the non-concrete junction boxes shall be of a quality that will provide for a <br /> 11 similar life expectancy as portland cement or blended hydraulic cement concrete in a <br /> 12 direct burial application. <br /> I 13 <br /> 14 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes <br /> 15 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: <br /> I 16 <br /> Slip Resistant Lid ASTM A36 steel <br /> Frame ASTM A36 steel <br /> I Slip Resistant Frame ASTM A36 steel <br /> 17 <br /> 18 9-29.6 Light and Signal Standards <br /> I 19 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> 20 <br /> 21 Item number 2 of the last paragraph is revised to read: <br /> I 22 <br /> 23 2. The steel light and signal standard fabricator's shop drawing submittal, including <br /> 24 supporting design calculations, submitted as a Type 2E Working Drawing in <br /> 25 accordance with Section 8-20.2(1) and the Special Provisions. <br /> I26 <br /> 27 9-29.6(1) Steel Light and Signal Standards <br /> 28 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> I29 <br /> 30 The first sentence of the last paragraph is revised to read: <br /> 31 <br /> I <br /> 32 Steel used for light and signal standards shall have a controlled silicon content of either <br /> 33 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> 34 <br /> I 35 9-29.6(5) Foundation Hardware <br /> 36 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> 37 <br /> I 38 9-29.10(1) Conventional Roadway Luminaires <br /> 39 This section is revised to read: <br /> 40 <br /> I 41 All conventional roadway luminaires shall meet 3G vibration requirements as described <br /> 42 in ANSI C136.31. <br /> 43 <br /> 44 All luminaires shall have housings fabricated from aluminum. The housing shall be <br /> 45 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise <br /> 46 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test <br /> 47 as specified in ASTM B117. <br /> 1 <br />
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