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McClure & Sons Inc. 4/18/2022
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McClure & Sons Inc. 4/18/2022
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Last modified
11/21/2024 9:17:31 AM
Creation date
4/22/2022 10:59:16 AM
Metadata
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Template:
Contracts
Contractor's Name
McClure & Sons Inc.
Approval Date
4/18/2022
Council Approval Date
3/30/2022
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Evergreen Pump Station Modifications
Public Works WO Number
UP3747
Tracking Number
0003303
Total Compensation
$4,863,152.90
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
McClure & Sons Inc. 7/5/2022 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
McClure & Sons Inc. 7/5/2022 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
McClure and Sons, Inc. 11/21/2024 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
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1 <br /> I <br /> SUPPLEMENTAL INFORMATION <br /> 1 Item 28 - A drawing sheet from the existing Evergreen Pump Station record drawings <br /> (Drawing Number 03676, dated July 1966, titled Structural Details) has been <br /> provided as supplemental information and is attached to Addendum 3. <br /> ' ANSWERS TO QUESTIONS SUBMITTED FOR CLARIFICATION <br /> Q1. Paragraph 3.03.A indicates the Verification Test is to performed in Tension <br /> and Compression. Compression tests necessitate the installation of reaction <br /> piles and add cost. A tension test alone is normally sufficient to confirm the <br /> design and installation. <br /> RESPONSE: THE VERIFICATION AND PROOF TESTING CAN BE <br /> REDUCED TO TENSION ONLY REQUIREMENTS. SEE MODIFICATIONS <br /> 111 TO SPECIFICATION 31 61 00. <br /> ■ Q2. Paragraph 3.03.B-indicates the verification test pile is to be sacrificial. With <br /> only 6 production piles, often times the verification testing is performed on <br /> production piles. <br /> RESPONSE: BECAUSE OF THE LIMITED NUMBER OF PRODUCTION <br /> PILES AND THE CONSTRAINED LAYOUT, A SACRIFICIAL PILE SHALL <br /> STILL BE REQUIRED. <br /> ' Q3. Paragraph 3.03.B & I-both paragraphs talk about test locations near the <br /> digester. I don't see a digester on the drawings. <br /> RESPONSE: SEE MODIFICATIONS TO SPECIFICATION 31 61 00. <br /> Q4. Confirm that all proof tests are in tension. <br /> RESPONSE: SEE THE RESPONSE TO Q1 ABOVE. <br /> Q5. Sheets S11 and S14—Are there 3 battered piles and 3 vertical? Or are all the <br /> piles battered? <br /> RESPONSE:ALL SIX PILES ARE BATTERED. <br /> Q6. Are 48" radius 90-degree bends required for all underground conduits, or are <br /> ' they only require 2.4KV circuits? <br /> RESPONSE: THE 48"RADIUS IS ONLY REQUIRED FOR 2300V CIRCUITS <br /> AND WITHIN THE CONCRETE-ENCASED DUCTBANKS. STANDARD <br /> RADIUS BENDS MAY BE USED EVERYWHERE ELSE, INCLUDING THE <br /> BENDS UNDER THE FLOOR SLAB OF THE NEW ELECTRICAL <br /> BUILDING. <br /> Q7. Please provide 26 05 33 referenced in the section <br /> RESPONSE: SECTION 26 05 33 HAS BEEN PROVIDED AS AN <br /> ATTACHMENT TO ADDENDUM 3. <br /> Addendum 3 to Evergreen Pump Station Modifications(WO#UP3747-3) Page 13/17 <br /> CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425)257-8800 • Fax(425)257-8882 <br />
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