SRV Construction Company 5/1/2018

I CITY OF EVERETT SPECIAL PROVISIONS pumping from the excavated area, that may result from negligence, inadequate or improper installation, maintenance and operation of the dewatering system, or ' mechanical or electrical failure of the dewatering system shall be Contractor's responsibility to repair at no cost to the City. Trench dewatering shall be included with the Work required for Sewer Pipe, ' Manholes, Side Sewer Connections, Storm Drain, Catch Basins, Utility Restoration or other excavation activity performed as part of this Contract with no direct compensation made. 7-08.3(2) Laying Pipe 7-08.3(2)A Survey Line and Grade Delete both paragraphs of 7-08.3(2)A and substitute the following: Provide surveys required to construct the sewer line including, but not limited to, alignment stakes, offset stakes, grade hubs, and intermediate staking. Use main survey control points shown on the Plans, unless Engineer directs otherwise. If a Bid item for "Surveying" is not listed in the Proposal, then this item shall be included with the Work with no direct compensation made. Provide laser control equipment approved by the Engineer for setting pipe grades. 7-08.3(3) Backfilling Delete the first paragraph of 7-08.3(3) and substitute the following: Perform trench backfilling only after inspection and approval of the installed pipe bedding zone backfill. Refer to COE Standard Drawing No. 614, 615, 620 and the Plans for typical trench section backfill and compaction requirements. If the Engineer determines native material is not suitable for use as trench backfill, use "Gravel Borrow" conforming to 9-03.14(1) of the Standard Specifications. If there is an excess of suitable backfill material obtained from trench excavation at one location on the project, use it at other locations on the project or dispose of at an approved disposal site. The cost of transporting the excess backfill material is considered incidental to the Contract with no direct compensation made. Use Controlled Density Fill in lieu of select trench backfill for fill above pipe zone at street crossings and as directed by the Engineer in other areas where in order to prevent pavement patch settlement requires high density backfill placement or effective backfill compaction is not possible. Delete the first sentence of the third paragraph. Delete the third and fourth sentences of the fourth paragraph. 7-08.3(4) Plugging Existing Pipe Delete the first paragraph of 7-08.3(4) and substitute the following: Where shown on the plans to plug and seal existing water main, sanitary sewer 111 and storm drainage pipe plug existing pipe a minimum distance of 2-feet from the inlet end with cement grout and abandon in place. 7-08.4 Measurement Delete all paragraphs in 7-08.4 and substitute the following: Bid items of Work completed pursuant to the Contract Documents will be measured as described in Division B — Bid Item Descriptions of these Special Provisions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. 7-08.5 Payment Delete all paragraphs in 7-08.5 and substitute the following: Water Main Replacement"Q" Division 7—STORM, SEWER,WATER February 9, 2018 -Evergreen Way Rebid WO No.—UP3612 SP—149