Demolition and site work for a mixed-use development in Covington, Washington. Completed plans call for the demolition of a municipal facility; for site work for a municipal facility; and water / sewer project.

The work to be performed within two-hundred-fifty (250) Working Days from date of commencement under this contract, shall include, but not. be limited to: General Scope of work: Construction of a 6.1 MG steel reservoir with a height of 120 feet, and 97 foot diameter, built on a concrete spread foundation. Installation of concrete foundation, mechanical piping, site clearing & improvements, electrical & SCADA systems, Automatic Controls, field instrumentation and Startup and testing, storm water improvements including retention pond, security fencing, demolishing of existing buildings/ structures/trees/paving and two existing steel reservoirs; 1.0 MG and 2.0 MG. Each bid shall be accompanied by a certified check, cashier's check or bid bond (with authorized surety company as surety) made payable to Covington Water District in an amount not less than five percent (5%) of the amount bid. Questions about the project shall be addressed by email to: Eric Ott at Eric.Ott@covingtonwater.com. No bidder may withdraw their bid after the hour set for the opening thereof or before award of contract, unless said award is delayed for a period exceeding sixty (60) days. Covington Water District, reserves the right to reject any or all bids and to waive irregularities in the bid or in the bidding. Within 10 days following receipt of Notice to Proceed, the Contractor shall submit to the Engineer, for review and approval, a complete breakdown of components of all lump sum bid items showing the value assigned to each portion of the work, prepared in such form, and supported by data that substantiates its accuracy as may be required by the Engineer. This schedule of values shall, once approved by Engineer, be used as the basis for reviewing and determining each monthly progress payment estimate and as such shall be subject to periodic review by the Engineer to assure that the schedule of values reasonably represents, in the opinion of the Engineer, the actual value of the individual items of work to be performed. No payments shall be made until the schedule of values has been approved. The work specified in this Section includes pipe and conduit hangers, brackets, and supports. Pipe and conduit support systems shall be furnished complete with all necessary inserts, bolts, nuts, rods, washers, structural attachments, and other accessories as shown on the Plans and specified herein. A. Provide the labor, materials, and equipment necessary to furnish, install, and place into operation complete power, lighting, control, alarm, communications, and instrumentation electrical system of this Contract as shown on the Plans or Specifications herein. B. Provide a functioning system(s) in compliance with manufacturer's instructions, performance requirements as specified or indicated, and modifications resulting from reviewed shop plans and field coordinated plans. C. Provide complete wiring and controls for all equipment specified under other divisions and that comply with Division 16. 1. Connect motors, controls, meters, and any other electrical device installed or provided as part of the project. D. Pay and make arrangements for necessary permits, licenses, and inspections. A. CONTROL PANELS 1. Reference Section 16050, Definitions. 2. Control panels shall be fabricated similar to those shown on the Plans. With the exception of the discrete and analog I/O terminal blocks, the exact dimensions and component layout is not critical. 3. The system includes new control panels for control of process equipment. Some of the control panels are provided under Division 16. Some panels are provided under other Divisions with equipment specified in those Divisions. Control panels, whether provided under Division 16 or other Divisions, shall meet the requirements of this Section. The proposed reservoir will be located immediately east of the Covington Water District Headquarters building at 18631 Southeast 300 th Placed in Covington, Washington. The approximate location of the site is shown on the enclosed Figure 1, Vicinity Map. The existing grade at the proposed reservoir location is flat, with less than five feet of elevation change across the site. The general site conditions at the proposed reservoir location are shown on Plates 1 and 2, below. Stormwater from the planned improvements will be collected and conveyed to a stormwater pond to the southwest of the reservoir. We understand the proposed reservoir will be 100 feet in diameter. The reservoir will have a floor elevation of 558.65 feet, which is near the existing ground surface and a foundation invert elevation of about 20 feet below grade. As part of the reservoir construction, underground utility mains and services will be extended to the new reservoir.