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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 /> B. Make provisions for erection stresses. Install temporarybracin to maintain alignment until <br /> permanent bracing and attachments are installed. <br /> C. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary <br /> for securing miscellaneous metal items to in-place construction, including threaded fasteners <br /> for concrete and masonry inserts,toggle bolts,through-bolts,lag bolts,wood screws and other <br /> 111 <br /> connectors as required. <br /> D. Fit exposed connections accurately together to form tight hairline joints. <br /> E. Grind joints smooth and touch-up shop paint coat. <br /> F. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized I <br /> after fabrication and are intended for bolted or screwed field connections. <br /> G. Field-weld components indicated on Drawings and Shop Drawings. 111 <br /> H. Perform field welding according to AWS D1.1 with regards to procedures of manual shielded <br /> metal-arc welding, the appearance and quality of welds made and the methods used in <br /> correcting welding work. <br /> 1. Obtain approval of Engineer prior to Site cutting or making adjustments not scheduled. <br /> 3.4 TOLERANCES <br /> A. Maximum Variation from Plumb: 1/4 inch per story or for every 12 feet in height, whichever I <br /> is greater,non-cumulative. <br /> B. Maximum Variation from Level: 1/16 inch in 3 feet and 1/4 inch in 10 feet. <br /> C. Maximum Offset from Alignment: 1/4 inch. <br /> D. Maximum Out-of-Position: 1/4 inch. 'r <br /> 3.5 FIELD QUALITY CONTROL • <br /> A. Welding: Inspect welds according to AWS D1.1. <br /> B. Replace damaged or improperly functioning hardware. 1 <br /> C. After erection,touch up welds,abrasions,and damaged finishes with prime paint or galvanizing <br /> repair paint to match shop finishes. <br /> D. Touch up factory-applied finishes according to manufacturer-recommended procedures. <br /> 3.6 ADJUSTING 1 <br /> A. Adjust operating hardware and lubricate as necessary for smooth operation. <br /> END OF SECTION <br /> I <br /> Legion Golf Course Stormwater Detention Project Metal Fabrications I <br /> WO#UP3620 05 50 00- 12 <br />
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