Specifications include, but are not limited to: First Phase – The qualified firms or individuals will perform the water, sewer, and street improvements per the scope of work attached as Exhibit 2 to this RFP. Second Phase – The qualified firms or individuals will make regular reports on the progress of the construction to the Court as well as to Nye County, Nevada Public Works Department and GBWC. Unless otherwise specified elsewhere in this bid document, the Contractor shall meet all applicable specifications, as outlined in the following: • Standard Specifications for Public Works Construction Sponsored and Distributed by Regional Transportation Commission of Washoe County, Carson City, Churchill County, City of Reno, City of Spark, City of Yerington, Washoe County (2016 Edition) • Great Basin Water Co. Standard and Specifications for Water Distribution System construction date May 2020 • Great Basin Water Co. Standard and Specifications for Wastewater Collection System Construction date May 2020 1.1.1 Sawcut and Removal 1.1.1.1 All work shall conform to Standard Specifications Section 301.00 “Protection and Restoration,” and shall include all necessary sawcutting and restoration. 1.1.1.2 All removed materials shall be disposed of properly. Contractor shall submit disposal site location for County approval prior to begin work. 1.1.1.3 No direct payment will be made for sawcutting, payment for sawcutting will be considered as included in the unit price bid for Remove Ex AC Pavement, and no additional compensation will be allowed. 1.1.2 Subgrade Preparation 1.1.2.1 All work shall conform to Standard Specifications Section 302.00 “Subgrade Preparation”. 1.1.2.2 The Contractor shall accommodate inspection and testing in accordance with Subsection 100.30 “Inspection and Testing” and the applicable subsections of Section 336 “Inspection and Testing”, except as modified herein. 1.1.2.3 Unless otherwise directed or approved by the Engineer; shown on the Plans; and/or specified in the Special Provisions and/or Special Technical Specifications, the upper 6 inches of Subgrade shall have a relative compaction of at least 90 percent of the maximum dry density, within 2 percent of optimum moisture content, determined in accordance with ASTM D1557, except as modified herein. 1.1.2.4 No direct payment will be made for subgrade preparation, payment for preparing subgrade will be considered as included in the item of work for which the subgrade is prepared.
