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Ariston Pacific, Inc. 5/9/2016
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Ariston Pacific, Inc. 5/9/2016
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Last modified
6/7/2017 10:38:43 AM
Creation date
5/20/2016 11:08:02 AM
Metadata
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Template:
Contracts
Contractor's Name
Ariston Pacific, Inc.
Approval Date
5/9/2016
Council Approval Date
2/24/2016
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Pacific & Broadway/Citywide Safety Impvts
Public Works WO Number
PW3523 & PW3524
Tracking Number
0000050
Total Compensation
$1,062,314.79
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Ariston Pacific, Inc. 4/17/2017 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Public Works 10/18/2016 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> 1 In the tenth paragraph, item number 3, the third paragraph is revised to read: <br /> 2 <br /> 3 The Contractor shall submit Type 1 Working Drawings of the tension control bolt <br /> 4 assembly, including bolt capacities, type of bolt, nut, and washer lubricant, method of <br /> 5 packaging and protection of the lubricated bolt, installation equipment, calibration <br /> 6 equipment, and installation procedures. <br /> 7 <br /> 8 In the first sentence of the last paragraph, "AASHTO M 164" is revised to read "ASTM A <br /> 9 325". 1 <br /> 10 <br /> 11 The second sentence of the last paragraph is revised to read: <br /> 12 <br /> 13 Black ASTM A 325 bolts may be reused once if accepted by the Engineer. <br /> 14 In the last paragraph, the fourth sentence is revised to read: <br /> 15 <br /> 16 Bolts to be reused shall be relubricated in accordance with the manufacturer's <br /> 17 recommendations. <br /> 18 <br /> 19 6-03.3(33)A Pre-Erection Testing <br /> 20 In the fifth sentence of the first paragraph, "approved" is revised to read "accepted". <br /> 21 <br /> 22 The third paragraph is revised to read: <br /> 23 <br /> 24 The Contractor shall submit Type 1 Working Drawings consisting of the manufacturer's <br /> 25 detailed procedure for pre-erection (rotational capacity) testing of tension control bolt <br /> 26 assemblies. <br /> 27 <br /> 28 6-03.3(33)B Bolting Inspection <br /> 29 In the last sentence of the first paragraph, "approved" is revised to read "specified". <br /> 30 <br /> 31 The last paragraph is revised to read: <br /> 32 <br /> 33 The Contractor shall submit Type 1 Working Drawings consisting of the manufacturer's <br /> 34 detailed procedure for routine observation to ensure proper use of the tension control <br /> 35 bolt assemblies. <br /> 36 <br /> 37 6-03.3(42) Surface Condition <br /> 38 The first subparagraph is revised to read: <br /> 39 <br /> 40 Painted steel surfaces shall be cleaned by methods required for the type of staining. <br /> 41 The Contractor shall submit a Type 1 Working Drawing of the cleaning method. <br /> 42 <br /> 43 6-04.AP6 <br /> 44 Section 6-04, Timber Structures <br /> 45 January 5, 2015 <br /> 46 6-04.3(3) Shop Details <br /> 47 This section is revised to read: <br /> 48 1 <br /> r <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />
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