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2012-026 RES APPROVE BID/AWARD CONTRACT FOR REPLACEMENT OF CONCRETE CURB & GUTTERS, DRIVEWAY APPROACHES AND REINFORCED CONCRETE SIDEWALKS TO POWER JACK FOUNDATION REPAIR
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2012-026 RES APPROVE BID/AWARD CONTRACT FOR REPLACEMENT OF CONCRETE CURB & GUTTERS, DRIVEWAY APPROACHES AND REINFORCED CONCRETE SIDEWALKS TO POWER JACK FOUNDATION REPAIR
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8/21/2012 10:43:24 AM
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CITY OF PARIS <br />DEPARTMENT OF PUBLIC WORKS <br />SPECIFICATIONS FOR <br />DEMOLITION AND CONSTRUCTION OF <br />CURB/GUTTER, CONCRETE SIDEWALK AND <br />STANDARD DRIVEWAY APPROACHES <br />Requirements: <br />It is estimated that 5,000 linear feet of Curb and Gutter, 4,000 square feet of Driveway <br />Approaches and 2,500 square feet of Reinforced Concrete Sidewalk will be repaired during <br />the period of April 1, 2012 through March 31, 2013. <br />Exact quantities or feet cannot be determined, but best estimates are as indicated above. <br />Quantities may be increased or decreased to meet the requirements of the Street Operations <br />Division of the Public Works Department during the period shown above. Minimum quantities <br />are not guaranteed. <br />Specifications/Req uirements: <br />Demolition and construction of Curb/Gutter, Standard Driveway Approaches and Concrete <br />Sidewalk must conform to the following guidelines and attached drawings. <br />1. Concrete Curb and Gutter: All concrete used for curb and gutter in the City of Paris <br />will have a cement content of not less than 5 sacks of cement per cubic yard of concrete and a <br />minimum compressive strength at 28 days of 3,000 pounds per square inch. The unit price bid <br />for curb and gutter shall include 3- #3 bars of reinforcing steel. All loose material between the <br />form will be removed and the grade wetted prior to the placing of the concrete. An approved <br />curing compound shall be applied to the surface in accordance with Section 6. <br />2. Concrete Valley Gutters: All concrete valley gutters shall have a thickness of six (6") <br />inches. Concrete valley gutters shall be reinforced with #4 bars on eighteen (18") inch spacing <br />on both directions. All concrete shall have a minimum cement content of 5 sacks per cubic yard <br />and a minimum compressive strength at 28 days of 3,000 pounds per square inch. An approved <br />curing compound shall be applied to the surface in accordance with Section 6. <br />3. Reinforcing Steel: All reinforcing steel used on this project shall comply in all respects <br />to Item 440, "Reinforcing Steel" of the Standard Specifications for Construction of Highways, <br />Streets, and Bridges as adopted by the State Department of Texas" on June 1, 2004. Payment for <br />reinforcing steel shall be considered subsidiary to the various bid items. <br />4. Concrete Driveways: Driveways shall be composed of concrete having a minimum <br />cement content of 5 sacks per cubic yard and a minimum compressive strength at 28 days of <br />3,000 pounds per square inch. The unit bid price shall also include #3 bars of 12 inch, or #4 bars <br />on 18 inch centers both ways. An approved curing compound shall be applied to the surface in <br />accordance with section 6. <br />
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