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Thomco Construction Inc. 6/14/2021
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Thomco Construction Inc. 6/14/2021
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Last modified
6/23/2022 10:53:29 AM
Creation date
6/18/2021 10:03:52 AM
Metadata
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Template:
Contracts
Contractor's Name
Thomco Construction Inc.
Approval Date
6/14/2021
Council Approval Date
5/19/2021
Department
Public Works
Department Project Manager
Amie Roshak
Subject / Project Title
Water Main Replacement V
Public Works WO Number
UP3730
Tracking Number
0002953
Total Compensation
$1,924,004.26
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Thomco Construction Inc. 6/22/2022 Change Order 1
(Contract)
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\Documents\City Clerk\Contracts\Capital Contract
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CITY OF EVERETT SPECIAL PROVISIONS <br /> Provide laser control equipment approved by the Engineer for setting pipe <br /> grades. <br /> 7-08.3(2)H Sewer Line Connections <br /> Supplement 7-08.3(2)H by adding the following: <br /> Reconnect existing storm drain lines to new sanitary sewer line in accordance <br /> with the Plans, these Special Provisions and the Standard Specifications. <br /> Provide a minimum 8-inch diameter pipe for new storm drain line. Provide <br /> manufactured couplers for joining dissimilar size and type of existing storm <br /> drain line pipe. <br /> Engineer will not allow vertical connections of drain lines to sewer main <br /> between manholes without Engineer's prior approval. <br /> Reconnecting drain lines shall be included with the Work with no direct <br /> compensation made. <br /> 7-08.3(2)1 Side Sewer Connections <br /> Supplement 7-08.3(2)1 by adding the following: <br /> Make typical side sewer connections in accordance with COE Standard <br /> Drawing No. 602. <br /> 7-08.3(2) Laying Pipe <br /> 7-08.3(3) Backfilling <br /> Delete the first paragraph of 7-08.3(3) and substitute the following: <br /> Perform trench backfilling only after inspection and approval of the installed pipe <br /> bedding zone backfill. Refer to COE Standard Drawing No. 614, and the Plans for <br /> typical trench section backfill and compaction requirements. <br /> If the Engineer determines native material is not suitable for use as trench backfill, <br /> use "Gravel Borrow" conforming to 9-03.14(1) of the Standard Specifications. <br /> If there is an excess of suitable backfill material obtained from trench excavation at <br /> one location on the project, use it at other locations on the project or dispose of at <br /> an approved disposal site. The cost of transporting the excess backfill material is <br /> considered incidental to the Contract with no direct compensation made. <br /> Use Controlled Density Fill in lieu of select trench backfill for fill above pipe zone at <br /> street crossings and as directed by the Engineer in other areas where in order to <br /> prevent pavement patch settlement requires high density backfill placement or <br /> effective backfill compaction is not possible. <br /> Delete the first sentence of the third paragraph. <br /> Delete the third and fourth sentences of the fourth paragraph. <br /> 7-08.3(4) Plugging Existing Pipe <br /> Delete the first paragraph of 7-08.3(4) and substitute the following: <br /> Where shown on the plans to plug and seal existing water main, sanitary sewer and <br /> storm drainage pipe plug existing pipe a minimum distance of 2-feet from the inlet <br /> end with cement grout and abandon in place. <br /> 7-08.4 Measurement <br /> Delete all paragraphs in 7-08.4 and substitute the following: <br /> Bid items of Work completed pursuant to the Contract Documents will be measured as <br /> described in Division B — Bid Item Descriptions of these Special Provisions and Section <br /> 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> 7-08.5 Payment <br /> ' Delete all paragraphs in 7-08.5 and substitute the following: <br /> Water Main Replacement"V" Division 7—STORM,SEWER,WATER April,2021 <br /> WO No.—UP3730 SP—171 <br />
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