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KLB Construction Inc 11/20/2018
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KLB Construction Inc 11/20/2018
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Entry Properties
Last modified
7/17/2019 10:44:01 AM
Creation date
11/29/2018 10:44:05 AM
Metadata
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Template:
Contracts
Contractor's Name
KLB Construction Inc
Approval Date
11/20/2018
Council Approval Date
10/24/2018
Department
Public Works
Department Project Manager
Heather Griffin
Subject / Project Title
Wes Marine View Drive Utilities
Public Works WO Number
UP3588
Tracking Number
0001487
Total Compensation
$1,379,227.25
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
KLB CONSTRUCTION INC. 6/12/2019 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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1 The lastara ra h is deleted. <br /> P 9 P <br /> I 2 <br /> 3 6-09.3(13) Curing Concrete Overlay <br /> 4 The first sentence of the first paragraph is revised to read: <br /> 5 <br /> 1 6 As the finishing operation progresses, the concrete shall be immediately covered with a <br /> 7 single layer of clean, new or used, wet burlap. <br /> 8 <br /> I 9 The last sentence of the second paragraph is deleted. <br /> 10 <br /> 11 The following two new paragraphs are inserted after the second paragraph: <br /> I 12 <br /> 13 As an alternative to the application of burlap and fog spraying described above, the <br /> 14 Contractor may propose a curing system using proprietary curing blankets specifically <br /> 15 manufactured for bridge deck curing. The Contractor shall submit a Type 2 Working <br /> 16 Drawing consisting of details of the proprietary curing blanket system, including product <br /> 17 literature and details of how the system is to be installed and maintained. <br /> 18 <br /> I19 The wet curing regimen as described shall remain in place for a minimum of 42-hours. <br /> 20 <br /> 21 The last paragraph is deleted. <br /> 1 22 <br /> 23 6-09.3(14) Checking for Bond <br /> 24 The first sentence of the first paragraph is revised to read: <br /> I 25 <br /> 26 After the requirements for curing have been met, the entire overlaid surface shall be <br /> 27 sounded by the Contractor, in a manner accepted by and in the presence of the <br /> I 28 Engineer, to ensure total bond of the concrete to the bridge deck. <br /> 29 <br /> 30 The last sentence of the first paragraph is deleted. <br /> I 31 <br /> 32 The second paragraph is deleted. <br /> 33 <br /> I 34 6-10.AP6 <br /> 35 Section 6-10, Concrete Barrier <br /> 36 April 2, 2018 <br /> 1 37 6-10.2 Materials <br /> 38 In the first paragraph, the reference to "Portland Cement" is revised to read: <br /> 39 <br /> 40 Cement 9-01 <br /> 41 <br /> 42 6-11.AP6 <br /> 1 43 Section 6-11, Reinforced Concrete Walls <br /> 44 April 2, 2018 <br /> I 45 6-11.2 Materials <br /> 46 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised <br /> 47 to read: <br /> I 48 <br /> 49 Aggregates for Concrete 9-03.1 <br /> 50 <br /> WEST MARINE VIEW DRIVE UTILITIES PAGE 24 OF 60 August 2018 <br /> WORK ORDER#3588 <br /> IWSDOT AMENDMENTS Rev 4/2/18 <br />
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