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bid price shall also include #3 bars of 12 inch, or #4 bars on 18 inch centers both ways. An approved curing <br />compound shall be applied to the surface in accordance with Item #6 — "Curing". <br />5. Concrete Sidewalks: <br />a. Materials: Sidewalks shall be constructed of concrete with a minimum cement contents of 5 sacks <br />of cement per cubic yard of concrete, 3% entrained air, and a compressive strength of not less than <br />3,000 pounds per square inch at 28 days. Reinforcing steel shall be #3 bars on 18" centers both <br />ways located two inches (2") below the top surface of the sidewalk. As soon as the concrete has <br />obtained its initial set, a white pigmented approved curing compound shall be applied. <br />b. Construction " Procedure: In general, the grade of the sidewalks shall be established with respect to <br />the curb. Forms shall be set for all sidewalk and shall be true to line and grade. Forms shall be set <br />to provide a minimum cross slope of 1/4 inch per foot across the sidewalk toward the street. All <br />forms shall remain in place at least twenty-four (24) hours. <br />The plane of all joints shall make a right angle with the surface of the pavement No joints shall <br />have an error in alignment of more than one-half (1/2") inch at any point. The edges of the slab at <br />all joints, except where joints are sawed, shall be rounded with an edger having a radius of one- <br />quarter (1/4") inch, except as otherwise shown on the plans. The edging shall also be done <br />symmetrically on each section with plane of the joint <br />Longitudinal expansion joints, joints used to separate new from old concrete, and joints around all <br />fire hydrants shall be made of conventional one-half (1/2") inch asphalt expansion joint material <br />extending completely through the concrete unless otherwise specified on the plans. <br />Contraction joints shall be made in the sidewalk at regular intervals, such intervals generally being <br />equal to the width of the sidewalk. <br />The contractor shall grade or fill, as necessary, along the sidewalk to match the existing ground. <br />Care will be used to insure that adjacent property outside the right-of-way line is protected. <br />6. Demolition: Contractor is responsible for the demolition, disposal and cleanup of existing curb/gutter, <br />driveway approaches, sidewalk, etc. <br />7. Construction: Contractor is responsible for the construction of now curb/gutter, driveway approaches, <br />sidewalk, etc. <br />8. ADA: All construction must comply with American Disabilities Act (ADA) and standard TXDOT <br />specifications, except as amended by the project specifications or drawings to be provided by the City. <br />9. Site: Contractor is responsible for keeping the project area clean during construction and is responsible for <br />final cleanup of project site. <br />10. Locations: The City of Paris Public Works Department will assign project areas as needed in various <br />locations. <br />11. Down Time: The City of Paris will direct the work in coordination with the contractor to expedite completion <br />of work and to minimize any down time and moving time. <br />12, 1XIS1lection: The City of Paris Public Works Department will inspect the project site on a daily basis. <br />1 -- <br />13. Q4ag"e : Quantities shown in this RFB are estimated quantities only. <br />14. Point of Contact: The contractor selected for this assignment will work closely with City staff. The Street <br />Superintendent, or his designee, will serve as the primary point of contact and will be responsible for <br />coordinating and implementing the subsequent work. Other officials who will be involved in this project <br />include, but are not limited to, the Public Works Director and the City Engineer. <br />