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Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety
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Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety
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Last modified
10/21/2019 10:36:28 AM
Creation date
10/21/2019 10:23:58 AM
Metadata
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Contracts
Contractor's Name
Kamins Construction Inc
Approval Date
9/20/2019
Council Approval Date
9/4/2019
Department
Public Works
Department Project Manager
Christina Curtis
Subject / Project Title
Pacific Avenue to Interurban Trail Bicycle
Public Works WO Number
PW3688
Total Compensation
$520,116.00
Contract Type
JOC
Retention Period
6 Years Then Destroy
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1 6-02.3(27) Concrete for Precast Units <br /> 2 The last sentence of the first paragraph is revised to read: <br /> 3 <br /> 4 Type III portland cement or blended hydraulic cement is permitted to be used in precast <br /> 5 concrete units. <br /> 6 <br /> 7 6-02.3(28)B Casting <br /> 8 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- <br /> 9 02.3(25)C. <br /> 10 <br /> 11 6-02.3(28)D Contractors Control Strength <br /> 12 In the first paragraph. "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO <br /> 13 T 23". <br /> 14 <br /> 15 6-02.3(28)E Finishing <br /> 16 This section is supplemented with the following: <br /> 17 <br /> 18 The Contractor may repair defects in precast panels in accordance with Section 6-01.16. <br /> 19 <br /> 20 6-03.AP6 <br /> 21 Section 6-03, Steel Structures <br /> 22 January 7, 2019 <br /> 23 6-03.2 Materials <br /> 24 In the first paragraph, the material reference for Paints is revised to read: <br /> 25 <br /> 26 Paints and Related Materials 9-08 <br /> 27 <br /> 28 6-03.3(25)A3 Ultrasonic Inspection <br /> 29 The first paragraph (up until the colon) is revised to read: <br /> 30 <br /> 31 Complete penetration groove welds on plates 5/16 inch and thicker in the following welded <br /> 32 assemblies or Structures shall be 100 percent ultrasonically inspected: <br /> 33 <br /> 34 6-03.3(33) Bolted Connections <br /> 35 The first paragraph is supplemented with the following: <br /> 36 <br /> 37 After final tightening of the fastener components, the threads of the bolts shall at a <br /> 38 minimum be flush with the end of the nut. <br /> 39 <br /> 40 The following is inserted after the third sentence of the fourth paragraph: <br /> 41 <br /> 42 When galvanized bolts are specified, tension-control galvanized bolts are not permitted. <br /> 43 <br /> 44 6-05.AP6 <br /> 45 Section 6-05, Piling <br /> 46 January 2, 2018 ' <br /> 47 6-05.3(9)A Pile Driving Equipment Approval <br /> 48 The fourth sentence of the second paragraph is revised to read: <br /> 49 <br /> CITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PB17(014); COE#PW3688 Page AM-42 <br />
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