Opening of Bids - Privet Lane Culvert Replacement Project Proj No 118-013B - G. E. Marshall, Inc.

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Waiver of Lien. SP-26. SITE DEWATERING A. State Specifications: None B. City Construction Standards & Specifications: Section 3 C. Additions: 1. The work consists of providing labor, equipment, and materials necessary to dewater the site to maintain suitable working conditions. The level of water within the work area shall be kept below the active work level at all times throughout the Work. 2. This work shall not be measured or paid directly. 3. All work required for maintaining the project work site in suitable working conditions, such as temporary sheeting or bypass of creek discharges, and all dewatering as necessary to complete all work per the specifications shall be considered incidental to the Project, included in the cost of various other Pay Items. 4. If adverse weather results in documented flow depths along Clyde Creek exceeding a level one foot above the existing culvert invert for more than a period of three continuous days, the Contractor may be eligible for a time extension under the Contract. The Contractor shall provide a written request for basis of the potential request, including documentation of the dewatering efforts in place; the specific days affected; the time extension sought; and a notarized statement signed by an officer of the Contractor. The Engineer shall review such time extension requests and forward a recommendation to the Owner. The Owner shall have the final determination as to whether time extension requests due to weather are accepted under the Contract. 5. The Contractor shall be responsible for repairs to damages within the project construction limits caused by flow along and into Clyde Creek until final acceptance of the project. SP-27. MEASUREMENT OF QUANTITIES A. State Specifications: Sections 109.01, 109.02 B. Additions: 1. Earthwork is to be measured by cross -sections at the cross -sections shown on the End Area Volume Report in the Plans. By submitting a Bid and subsequent execution of an Agreement, the Contractor and Owner explicitly agree that the cross-section locations, associated intervals, and limits of cut and fill lines form an acceptable basis for payment of all excavation quantities and types. 2. Cut and fill quantities of earthwork are to be measured to the lines and grades shown on the Plans. Embankment fill and Common Excavation shall be measured between existing (pre -construction) and proposed finished grade surfaces, with full consideration of undercut required for riprap or pavement subgrade project elements as shown on the cross -sections. 3. Undercutting for foundation or pavement base shown on the Plans is included in the Plan quantities of Common Excavation and Foundation Excavation, as shown on the Plan cross - sections. 4. Areas of required fill by materials other than soil, such as pavement, aggregate base, asphalt pavement, etc. are to be excluded from embankment quantities, as shown on the Plan cross - sections. 5. Structure backfill quantities shall be limited to the neat line slope extent shown on the Plans for Version 7/01/2018 Special Provisions - 10