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Combined Construction Inc. 7/22/2020
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Combined Construction Inc. 7/22/2020
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Entry Properties
Last modified
6/11/2021 1:23:26 PM
Creation date
8/5/2020 9:35:53 AM
Metadata
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Template:
Contracts
Contractor's Name
Combined Construction Inc.
Approval Date
7/22/2020
Council Approval Date
7/1/2020
Department
Public Works
Department Project Manager
Gael Fisk
Subject / Project Title
Maple Heights Bridge Seismic Retrofit
Public Works WO Number
PW3693
Tracking Number
0002373
Total Compensation
$509,293.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Capital Contract Change Order 2 Combined Construction Inc
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Combined Construction Inc. 2/10/2021 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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1 DIVISION7.GR7 <br /> 2 Division 7 <br /> 3 Drainage Structures, Storm Sewers, Sanitary 1 <br /> 4 Sewers, Water Mains, and Conduits <br /> 5 <br /> 6 7-01.DOCX I <br /> 7 Drains <br /> 8 <br /> 9 7-01.1.DOCX <br /> 10 Description <br /> 11 <br /> 12 7-01.1.INST1.DOCX <br /> 13 Section 7-01.1 is supplemented with the following: <br /> 14 <br /> 15 7-01.1.OPT1.DOCX , <br /> 16 (******) <br /> 17 This Work consists of furnishing and installing heavy duty bridge scuppers, in accordance <br /> 18 with the Plans and these Specifications, at the locations as staked. <br /> 19 <br /> 20 7-01.2.DOCX <br /> 21 Materials <br /> 22 <br /> 23 7-01.2.INST1.DOCX <br /> 24 Section 7-01.2 is supplemented with the following: <br /> 25 <br /> 26 7-01.2.OPT1.DOCX <br /> 27 (******) <br /> 28 Heavy duty bridge scuppers, including additional grates for the City's stockpile, shall be <br /> 29 East Jordan 5800Z Heavy Duty Bridge Scuppers with 5800M1 grate manufactured by I <br /> 30 East Jordan, or an equivalent product approved by the Engineer: <br /> 31 <br /> 32 East Jordan <br /> 33 13127 State Ave <br /> 34 Marysville, WA 98271 <br /> 35 360-651-6144 <br /> 36 EJCO.com <br /> 37 <br /> 38 Component parts shall fit together in a satisfactory manner acceptable to the Engineer. <br /> 39 Connection to drainage system will be completed with an 8 In. pipe coupler. <br /> 40 <br /> 41 7-01.3.DOCX <br /> 42 Construction Requirements <br /> 43 <br /> 44 7-01.3.INST1.DOCX <br /> 45 Section 7-01.3 is supplemented with the following <br /> 46 <br /> 47 7-01.3.OPT1 DOCX <br /> 48 (******) <br /> 49 Heavy duty bridge scupper shall be furnished and installed in accordance with the <br /> 50 manufacturer's Specifications and the details shown in the Plans. <br /> 51 , <br /> MAPLE HEIGHTS BRIDGE SEISMIC RETROFIT PAGE 92 OF 106 SPECIAL PROVISIONS—Addendum 1 I <br /> WORK ORDER#3693 MAY 4,2020 FEDERAL AID#BHM-2776(008) <br />
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