Rehabilitation of 2MG Elevated Storage Tank Bid NO. 26-06. COATING AND LINING OF POTABLE WATER STORAGE TANKS 1.01 – General 1. This specification shall provide for the surface preparation and coating and lining of the interior and exterior surfaces of a potable water storage tank. 2. The locations are as described in “Scope of Work.” 3. All surfaces of the tank(s) and all associated piping, equipment, and supports are to be coated excluding aluminum, nickel, copper, bronze, chromium, previously uncoated galvanized, stainless steel, rubber and fiberglass. 4. This specification will constitute the minimum requirements. No changes or modifications will be permitted unless prior written approval is obtained from Engineer. If there are any conflicts between this document and any referenced standards, this document takes precedence. 5. The Contractor will be required to submit a quality control/quality assurance plan to demonstrate compliance with the minimum requirements of this specification. The plan should provide for sufficient testing and observations needed for warranty of the coating system. The plan will be reviewed by the Engineer and Paint Manufacturer prior to acceptance. 6. Contractor must provide all necessary manpower, supervision, materials, application, inspection, equipment, dehumidification and ventilation, lighting, proper electrical grounding of equipment, shrouding, containment and access to successfully and safely complete the job requirements. 7. The successful bidder shall comply with all rules and requirements of the TCEQ. Specifically, control of air pollution and visible emissions from particulate matter are to be done in accordance with Title 30, Texas Commission on Environmental Quality, Texas Air Control Board Chapter III, Control of Air Pollution from Visible Emissions and Particulate Matter Abrasive Blasting of Water Storage Tanks Performed by Portable Operations, 30 TAC 111.131 through 139. 8. The successful bidder must comply with all federal, state and/or local laws and regulations pertaining to the protection of the environment for all phases of work described herein. 9. The Contractor shall comply with the Department of Labor Safety and Health Regulations for construction, promulgated under the Occupational Safety and Health Act of 1970 (PL 91-596) and under section 107 of the Contract Work Hours and Safety Standards Act (PL 91-54), and updated laws and acts. Compliance with OSHA Standards per 29 CFR 1926 and 29 CFR 1910 is to be enforced by the CONTRACTOR.
