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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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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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1 than 1 foot beyond the other sides and end of a wing wall; (4) more than 1 foot outside <br /> 2 the perimeter of the soil reinforcement area for geosynthetic and structural earth walls; <br /> 3 and (5) more than 4-feet beyond the inside opening of precast reinforced concrete box <br /> 4 culverts and precast reinforced concrete split box culverts. For precast reinforced <br /> 5 concrete three sided structures, no payment for Structure excavation will be made for <br /> 6 material removed more than 1 foot outside the perimeter of the footing or more than 4111 <br /> 7 feet beyond the inside opening, whichever is greater. <br /> 8 <br /> 9 The seventh paragraph is revised to read: <br /> 10 <br /> 11 For pipelines the lower limit in measuring structure excavation will be the foundation <br /> 12 level as shown in the Plans or as directed by the Engineer. <br /> 13 <br /> 14 2-12.AP2 <br /> 15 Section 2-12, Construction Geosynthetic I <br /> 16 January 5, 2015 <br /> 17 2-12.3(4) Permanent Erosion Control and Ditch Lining i <br /> 18 In the fourth paragraph, "Section 9-13.2" is revised to read "Section 9-13.1(4)". <br /> 19 <br /> 20 3-01.AP3111 <br /> 21 Section 3-01, Production From Quarry and Pit Sites <br /> 22 August 3, 2015 <br /> 23 3-01.2(2) Preparation of Site <br /> 24 This section is supplemented with the following three new paragraphs: I <br /> 25 <br /> 26 The Contractor shall provide sufficient space as required for the setup and operation of <br /> 27 the Contracting Agency's field testing facilities at the site of crushing or hot mix asphalt <br /> 28 production. <br /> 29 <br /> 30 As directed by the Engineer, the Contractor shall provide one of the following to ensure <br /> 31 24-hour per day operation of the Contracting Agency's laboratory trailer(s) that may be <br /> 32 set up at the site during production: <br /> 33 <br /> 34 1. A power source and a power cord of sufficient length to reach the Contracting <br /> 35 Agency's laboratory trailer(s) which may be set up at the site. The cord shall <br /> 36 be capable of carrying at least 120/240 volts, 60 cycles at a sustained load of <br /> 37 up to 200 amps. The cord and trailer(s) electrical hookup shall meet the NEC <br /> 38 code. Power shall be provided and connected when requested by the <br /> 39 Engineer. The laboratory trailer(s) hookup shall be protected by a 2 pole 50 <br /> 40 amp 240 VAC circuit breaker. 1 <br /> 41 <br /> 42 2. A daily supply of fuel adequate for operation of the Contracting Agency's <br /> 43 generator(s). <br /> 44 <br /> 45 Potable water shall be provided to the Contracting Agency's laboratory trailer(s) for use <br /> 46 during plant operations when requested by the Engineer. <br /> 47 <br /> I <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> 1 <br /> Revised: 8/3/15 <br />
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