Site work and paving for a road / highway in Fairway, Kansas. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Project Location: Roeland Park, Westwood, and Fairway, KS Any questions regarding the project, plans, specification, or bid documents should be directed to Greg VanPatten with Lamp Rynearson, (816) 832-7331. Each bidder shall file with their bid, a cashier's check or a certified check drawn on any acceptable bank, made payable to the City of Roeland Park, Kansas, in the amount of not less than five percent (5%) of the total bid, which shall be retained by the City of Roeland Park until a Contract for the project has been executed. Bid bonds will be returned to the unsuccessful bidders, with the exception of the second qualifying bidder, at such time as their bids are rejected. The bid deposit of the successful bidder and the second qualifying bidder will be returned when satisfactory bonds in the amount equal to the 100% of the Contract amount, required insurance certificates and other required documents have been furnished and the Contract Documents have been executed. Doc note: Prospective bidders desiring the Contract Documents for use in preparing bids shall obtain a set of such documents from Drexel Technologies, 10840 West 86th Street, Lenexa, KS 66214, telephone number is 913-371-4430. 186.99Printed set of Bid Documents $ 84.20Download PDF Files $ 84.20Burn PDFs to CD-ROM The work to be performed under the provisions of these documents and the Plans and Specifications consists of the furnishing of all materials, equipment, tools and plant, and the performance of all necessary labor and the construction, installation and completion of all work required in connection with the plans. This work shall include the removal of subsurface structures such as all existing drainage structures, headwalls, pipe, inlets, manholes, retaining walls, conduits, foundations, cables, and other obstructions which are encountered during construction. This includes any items that may not be specifically listed in the Plans but are in conflict with the new construction and which would normally be encountered upon a careful examination of the site of the work. This includes repair, plugging, or removal of existing pipe after removal of structures. The work shall also include removal and wasting of surface structures such as concrete curb, pavement of all types, sidewalks, signs, and markers, fencing, and abandoned utilities as directed by the Engineer. Excluded are utilities currently in service and structures for which other provisions are made for removal. A. The Contractor shall furnish and install permanent traffic control signing materials at the locations shown on the plans, in conformance with the details, and the material specifications included herein. Permanent traffic control signing materials shall include, but not be limited to, sign sheeting, aluminum sign blanks, sign posts, breakaway base assemblies, mounting brackets and hardware. B. The permanent traffic control signing shall be installed before the roadway is open to construction unless prior approval is received by the Engineer or City Inspector. The installation of all regulatory signs is the first priority. If the permanent signs cannot be installed and thus the roadway would be unsigned overnight, temporary regulatory signs shall be installed and remain until the permanent signs can be installed. The Contractor shall make every possible effort to remove the temporary signs and install permanent signs within 48 hours. Only under extreme circumstances and with the approval of the Signing Inspector or the Engineer, will the duration of the temporary signs be extended. All temporary and permanent traffic control signs shall be in conformance with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) Part II. The temporary signs shall be removed prior to installation of the permanent signs. a. Electronic cuttable films shall consist of transparent, durable, acrylic, colored films coated with a transparent pressure sensitive adhesive protected by a removable liner. The films are designed to be cut on knife over roll (sprocket fed or friction fed) and flat bed electronic cutting machines. The films shall be available in standard traffic colors, be dimensionally stable, and be designed to optimally cut, weed, lift, and transfer. Use of electronic cuttable films will not release any volatile organic compounds. b. Test Conditions Unless otherwise specified herein, all applied and unapplied test samples and specimens shall be conditioned at the standard conditions of 73oF + 3oF (23oC + 1.5oC) and 50 + 5% relative humidity for 24 hours prior to testing. This work shall consist of furnishing all labor, materials, and equipment to complete in place the street lighting system as shown on the plans (including standard details), as specified in the following specifications, as directed by the Engineer, that are either directly or by reference included herewith. Where solid rock, shale, or similar material is found, the excavation shall be as shown in the plans or as directed by the Engineer. The excavated areas shall be backfilled to the subgrade and shoulder elevation with materials shown in the plans. ABSOLUTELY NO BLASTING OF ANY KIND WILL BE ALLOWED ON THIS PROJECT. This work shall be performed in accordance with Section 627 of the Missouri Standard Specifications for State Road & Bridge Construction as amended herein. The Contractor shall set construction stakes establishing all lines, slopes, continuous profile-grades, centerlines, and benchmarks necessary to control and perform the work. All concrete, asphalt, or gravel driveways that are damaged or removed shall be constructed to the same widths and with the same material that existed prior to construction unless noted otherwise on the plans. This item of work shall consist of repair of existing roadway pavement damaged by construction of the proposed storm sewer. All roadway repair shall conform to the requirements of this section. Type 1 Street Repair subtracts the 2 inch asphalt cap. Asphalt shall be applied during the overlay. This item of work shall consist of repair of existing roadway pavement damaged by construction of the proposed storm sewer as designated in the construction plans. All roadway repair shall conform to the requirements of this section. Type 1 Street Repair subtracts the 2 inch asphalt cap. Asphalt shall be applied during the overlay. A. The Contractor shall furnish and install white and yellow permanent retro-reflectorized pavement marking materials at the locations shown on the plans, in conformance with the details, and the material specifications included herein. B. The permanent pavement markings shall be installed immediately after overlaying unless prior approval is received by the Engineer or City Inspector. The installation of the yellow markings (as required) is the first priority. If the permanent markings cannot be installed and thus the roadway would be unmarked overnight, interim removable markings shall be installed and remain until the permanent markings can be installed. The Contractor shall make every possible effort to remove the interim pavement markings and install permanent pavement markings within 48 hours. Only under extreme circumstances and with the approval of the pavement marking inspector or the Engineer, will the duration of the interim pavement markings be extended. Under no circumstance should the interim pavement markings be in place for more than 2 weeks. If permanent markings cannot be installed within the specified time then temporary markings shall be installed following the guidelines as set forth in the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) Part VI, Sections 6F.78 and 6G.02. The interim removable markings shall be removed prior to installation of the permanent markings. At the locations shown on the plans or directed by the Engineer, woven wire, chain link, wood privacy, or other types of fence shall be removed and replaced or installed in accordance with Section 828 of the Kansas Standard Specifications for Highway Construction, except as otherwise modified herein. All storm sewers, structures, and appurtenances shall be located as shown on the plans and as determined by the Engineer.