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Rodarte Construction Inc 2/14/2018
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Rodarte Construction Inc 2/14/2018
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Entry Properties
Last modified
11/20/2019 9:56:41 AM
Creation date
2/20/2018 9:52:10 AM
Metadata
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Template:
Contracts
Contractor's Name
Rodarte Construction Inc
Approval Date
2/14/2018
Council Approval Date
1/24/2018
Department
Public Works
Department Project Manager
Nasr Souheil
Subject / Project Title
Legion Golf Course Stormwater Detention
Public Works WO Number
UP3620
Tracking Number
0001067
Total Compensation
$3,760,658.25
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Rodarte Construction Inc 10/30/2019 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
RODARTE CONSTRUCTION INC 12/18/2018 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
RODARTE CONSTRUCTION INC. 6/12/2019 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> 4. The Contractor may elect to use a combination of shoring,overbreak,tunneling,boring, <br /> sliding trench shields, or other methods of accomplishing the work provided the method <br /> meets the approval of all applicable local, state and federal safety codes. <br /> 5. Damages resulting from improper shoring, improper removal of shoring or from failure <br /> to shore shall be the sole responsibility of the Contractor. <br /> 3.4 LINES AND GRADES <br /> A. Trench excavation for piping,utility vaults and other utilities shall be performed to the <br /> alignment and grade as indicated in the Drawings. <br /> B. Where grades are not shown in the Drawings,utilities shall be laid to grade between control <br /> elevations shown. <br /> C. Water mains shall be installed with a minimum cover of 36 inches. <br /> D. The Engineer reserves right to make changes in lines,grades and depths of utilities when <br /> changes are required for Project conditions. <br /> E. Changes in the grade and horizontal alignment of the pipeline as shown in the Drawings or as <br /> provided elsewhere in the Specifications may be necessary due to unanticipated interferences <br /> or other reasons. <br /> 1. No additional compensation will be allowed the Contractor for changes in horizontal <br /> alignment. <br /> 2. No additional compensation will be allowed for changes in grade which require <br /> additional depth of trench excavation and backfill up to 2 feet from those shown in the <br /> Drawings. <br /> F. Use laser-beam instrument with qualified operator to establish lines and grades. <br /> 3.5 OBSTRUCTIONS <br /> A. Obstructions to the construction of the trench, such as tree roots, stumps, abandoned pilings, <br /> abandoned buildings and concrete structures, logs,rubbish, and debris of all types shall be <br /> removed without additional compensation from the Owner. <br /> B. The Engineer may, if requested by the Contractor or Owner,make changes in the trench <br /> alignment to avoid major obstructions if such alignment changes can be made within the <br /> perpetual easement and right-of-way and without adversely affecting the intended function of <br /> the facility or increasing costs to the Owner. <br /> 3.6 INTERFERING ROADWAYS AND STRUCTURES <br /> A. Remove,replace and/or repair any damage done during trenching activities to fences, <br /> buildings,cultivated fields, drainage crossings, and any other properties without additional <br /> compensation from the Owner. <br /> 1. Replace or repair these structures to a condition as good as or better than their pre- <br /> construction condition prior to commencing work in the area. <br /> Legion Golf Course Stormwater Detention Project Trenching <br /> WO#UP3620 31 23 17- 11 <br />
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