Site work for a civil project in Fayetteville, Arkansas. Completed plans call for site work for a one-story above grade water / sewer project; one-story above grade water / sewer project; and one-story above grade water / sewer project.

The City of Fayetteville is accepting sealed bids from properly licensed firms for the construction of a sewer extension and lift station improvements. Each bid exceeding $50,000 shall be accompanied by a cashier's check from a bank doing business in the State of Arkansas or a corporate bid bond for five (5) percent of the amount bid. One hundred percent (100%) performance and payment bonds are required after the contract award. Bidders shall have a valid State of Arkansas Contractor's License and have a valid registration and be in good standing with the Arkansas Secretary of State at the time of the contract award. The City encourages all qualified small, minority, and women business enterprises to bid and encourages general contractors to subcontract portions of their contract to these enterprises. The City reserves the right to waive irregularities, reject bids, and postpone the award of any contract for a period not to exceed ninety (90) days from the bid opening date. THE WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO The construction of approximately 6000 linear feet of gravity sewer, 4,400 linear feet of force main, and lift station improvements extending from the Town Branch Interceptor to Kessler Mountain Regional Park. . When this item is included in the proposal, it shall consist of furnishing and maintaining all lines, grades, and measurements necessary for the proper execution of the roadway work under the Contract, all according to the plans and specifications. This item covers trench and excavation safety systems required for constructing improvements that necessitate open excavations on the project. All work under this item shall be in accordance with the current edition of the "Occupational Safety and Health Administration Standard for Excavation and Trenches Safety System, 29 CFR 1926, Subpart P", a copy of which may be purchased from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402. This work consists of clearing, grubbing, removing, and disposing of all vegetation, obstructions and debris within designated limits of the Right-of-Way and easement areas. Vegetation and objects designated to remain shall be preserved free from injury or damage. This work consists of preparing the subgrade for placement of the base course, curb and gutter, and asphalt courses. The intent of this specification is to provide a stable subgrade consisting of approved material compacted as specified. This work consists of constructing reinforced concrete box culverts, in accordance with the details shown on the plans, and to the lines, grades, and dimensions shown on the plans. This work also includes associated wingwalls and aprons at the ends of the box culvert. This item shall consist of the furnishing, mixing, and placing a flowable mixture of portland cement, fly ash, sand, and water for backfilling bridge abutments, pipe culverts, box culverts, structural plate pipe and arches, or other uses as approved by the Engineer. The material shall be placed in close conformity with the lines, grades, dimensions, and details shown on the plans or established by the Engineer. This item shall consist of a base course constructed on an accepted course according to these specifications and in substantial conformity with the lines, grades, and typical cross sections shown on the plans. This item shall consist of an asphalt concrete material composed of mineral aggregate and asphalt binder for use in patching to maintain traffic including temporary repairs for roadway cuts. This item shall be placed for all roadway cuts unless directed otherwise by the Engineer. This item will be placed for other maintenance of traffic if and where directed on the plans or by the Engineer. A. All pipelines shall be inspected and tested before final acceptance. The methods to be used are as follows: 1. New Gravity Sewer Lines a. Visual inspection during installation and before backfill. b Low pressure air test. c. Television inspection. d. Mandrel test (Flexible pipes only) e. Final Visual Inspection f. Infiltration/exfiltration g. Tracer wire continuity test. 2. Manholes a. Visual inspection during installation and before backfill. b. Vacuum testing. c. Final visual inspection. d. Holiday test (epoxy coatings). e. Cored connection dye-testing 3. Replacement Sewer Lines and Point Repairs a. Visual inspection during installation and before backfill. b. Low pressure air test/exfiltration, infiltration. c. Television inspection. d. Mandrel test. e. Final visual inspection. 4. Force Mains a. Visual inspection during installation and before backfill. b. Hydrostatic pressure test. c. Tracer wire continuity test. 5. Service Lines a. Visual inspection during installation and before backfill. b. Low pressure air test. c. Exfiltration test. A. All pipelines shall be inspected and tested before final acceptance. The methods to be used are as follows: 1. New Water Pipelines a. Visual inspection during installation and before backfill. b Hydrostatic pressure test. c. Disinfection. d. Bacteriological sampling. e. Final Visual Inspection. f. Tracer wire continuity test. 2. Water Meter Setters a. Visual inspection during installation and before backfill. b. Final Visual Inspection. 3. Service Lines a. Visual inspection during installation and before backfill. b Hydrostatic pressure test. c. Final Visual Inspection d. Tracer wire continuity test. A. This Section covers the furnishing and placing of sod to form solid mats on areas shown on the Drawings (generally lawns or commercial green spaces) or seed and mulch all other areas disturbed by the Contractor. B. It covers the furnishing and applying of water. C. It covers the furnishing and placing of four (4) inches of topsoil on all areas disturbed during construction. D. It covers the furnishing and placing of fertilizer. E. All work shall be in accordance with details shown on the Drawings and within these Specifications. F. The Contractor is responsible for following the requirements of all local Ordinances, Regulations, or Codes governing re-vegetation and slope stabilization,