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KLB Construction 6/22/2016
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KLB Construction 6/22/2016
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Entry Properties
Last modified
8/28/2017 10:42:19 AM
Creation date
7/13/2016 11:44:44 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
KLB Construction
Approval Date
6/22/2016
Council Approval Date
5/25/2016
Department
Public Works
Department Project Manager
David Voigt
Subject / Project Title
Sewer M Project Phase 2
Public Works WO Number
UP 3470
Tracking Number
0000165
Total Compensation
$4,474,693.51
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
KLB Construction Inc. 7/17/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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CITY OF EVERETT SPECIAL PROVISIONS <br /> 111 <br /> of comments. If the design <br /> days from submission for review and returnengineer is not g <br /> a full time employee of the City, the Contractor should expect thirty (30) calendar days <br /> from submission for review and return of comments. The Engineer may extend this I <br /> time for good cause by notifying the Contractor. The Engineer will check and return <br /> three (3) hardcopies or one electronic set of such drawings. On all Submittals of a <br /> drawing after the drawing's initial Submittal and return, the Contractor shall: make any <br /> corrections required by the Engineer; expressly and explicitly notify the Engineer in <br /> writing of any and all deviations from the specifications and all revisions other than the <br /> corrections called for by the Engineer on previous Submittals; and return three (3) <br /> corrected hardcopies of the drawings or one corrected electronic drawing for the <br /> Engineer's further review. The Contractor shall plan on at least fourteen (14) calendar <br /> days from the date of Engineer's receipt for the Engineer's review, comment, and <br /> return of submitted drawings. Some shop drawings may require more than six (6) <br /> hardcopies. The Contractor shall furnish additional hardcopies when requested. <br /> The Contractor shall be fully responsible for the accuracy of dimensions and details on <br /> shop drawings, and for complete conformity with the Contract Documents, even if the <br /> shop drawings have been approved by the Engineer, or if the Contractor and the <br /> Engineer agree on dimensions and details. The City does not accept shop drawings <br /> as accurate or adequate, and does not take responsibility for, or warrant that shop <br /> drawings will meet Contract requirements. <br /> Engineer's review of shop drawings shall not relieve Contractor from responsibility for <br /> variation from the requirements of the Contract Documents unless Contractor has in <br /> writing called the Engineer's attention to each such variation at the time of submission, <br /> and the Engineer has given written approval of each such variation by a specific <br /> written notation thereof incorporated in or accompanying the returned shop drawing; I <br /> nor will review by Engineer relieve Contractor from responsibility for errors or <br /> omissions in the shop drawings or from responsibility for having complied with the <br /> provisions of this section. <br /> The Bid prices shall include all costs for furnishing shop drawings and Submittals. <br /> The following listed sections of the Standard Specifications and Special Provisions <br /> require shop drawings, catalog cuts or standard drawings that may or may not be <br /> applicable to this specific project. This list is supplied as an aid to the Contractor and <br /> is by no means complete. Submittal requirements may be found in 1-05.3(1) or <br /> elsewhere in these Special Provisions. <br /> DIVISION 2 EARTHWORK <br /> 2-09.3(3)D Shoring, Cribbing, and Cofferdams-Shop Drawings <br /> DIVISION 6 STRUCTURES <br /> 6-01 General Requirements <br /> 6-01.9 Working Drawings <br /> DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY <br /> SEWERS, WATER MAINS,AND CONDUITS <br /> 7-04 Storm Sewers <br /> 7-04.2 Materials-Catalog Cuts or Standard Plans <br /> 7-05 Manholes, Inlets, Catch Basins, and Drywells <br /> 7-05.2 Materials-Catalog Cuts or Standard Plans <br /> 7-15 Service Connections <br /> SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER"M" PHASE II <br /> WO No.— UP3470-10 Division 1 —GENERAL REQUIREMENTS April 2016 <br /> SP—80 <br /> I <br />
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