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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 1 <br /> 2 1-08.9.RTF <br /> 3 1-08.9 Liquidated Damages <br /> 4 (August 14, 2013 APWA GSP) <br /> 5 <br /> 6 Revise the fourth paragraph to read: <br /> 7 <br /> 8 When the Contract Work has progressed to Substantial Completion as defined in the <br /> 9 Contract, the Engineer may determine that the work is Substantially Complete. The <br /> 10 Engineer will notify the Contractor in writing of the Substantial Completion Date. For <br /> 11 overruns in Contract time occurring after the date so established, the formula for <br /> 12 liquidated damages shown above will not apply. For overruns in Contract time occurring <br /> 13 after the Substantial Completion Date, liquidated damages shall be assessed on the <br /> 14 basis of direct engineering and related costs assignable to the project until the actual <br /> 15 Physical Completion Date of all the Contract Work. The Contractor shall complete the <br /> 16 remaining Work as promptly as possible. Upon request by the Project Engineer, the <br /> 17 Contractor shall furnish a written schedule for completing the physical Work on the <br /> 18 Contract. <br /> 10 <br /> 20 1-09.GR1 <br /> 21 Measurement and Payment <br /> 22 <br /> 23 1-09.2(1).Option2.RTF <br /> 24 1-09.2(1) General Requirements for Weighing Equipment <br /> 25 (July 23, 2015 APWA GSP, Option 2) <br /> 26 <br /> 27 Revise item 4 of the fifth paragraph to read: <br /> 28 <br /> 29 4. Test results and scale weight records for each day's hauling operations are provided <br /> 30 to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman's <br /> 31 Daily Report, unless the printed ticket contains the same information that is on the <br /> 32 Scaleman's Daily Report Form. The scale operator must provide AM and/or PM tare111 <br /> 33 weights for each truck on the printed ticket. <br /> 34 <br /> 35 1-09.2(5).RTF <br /> 36 1-09.2(5) Measurement <br /> 37 (May 2, 2017 APWA GSP) <br /> 38 <br /> 39 Revise the first paragraph to read: <br /> 40 <br /> 41 Scale Verification Checks —At the Engineer's discretion, the Engineer may perform <br /> 42 verification checks on the accuracy of each batch, hopper, or platform scale used in <br /> 43 weighing contract items of Work. <br /> 45 <br /> 45 1-09.6.RTF111 <br /> 46 1-09.6 Force Account <br /> 47 (October 10, 2008 APWA GSP) <br /> 48 <br /> 49 Supplement this section with the following: <br /> 50 <br /> 51 The Contracting Agency has estimated and included in the Proposal, dollar amounts for 1 <br /> 52 all items to be paid per force account, only to provide a common proposal for Bidders. All <br /> I <br /> MAPLE HEIGHTS BRIDGE SEISMIC RETROFIT PAGE 66 OF 106 SPECIAL PROVISIONS—Addendum 1 <br /> WORK ORDER#3693 MAY 4,2020 FEDERAL AID#BHM-2776(008) <br />
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