Site work, paving and outdoor lighting for a mixed-use development in Ankeny, Iowa. Completed plans call for site work for a transportation facility; for paving for a transportation facility; water / sewer project; and for outdoor lighting for a transportation facility.

3-19-0132-032-2025 Ankeny Regional Airport: Reconstruct Runway 18 Contractor Quality Control Program (Cqcp) Stormwater Pollution Prevention Plan (Swppp) Preparation and Management Temporary Seeding and Mulching Installation and Removal of Silt Fence Installation and Removal of Filter Sock Temporary Rolled Erosion Control Product (Recp), Type 2c Mobilization Traffic Control Construction Staking Furnish & Install Stop Sign Pavement Removal 6.5" +- Pcc & Base Removal (South 1,500' and Glideslope Access) Pavement Removal 6.5" +- Pcc, 4" +- Permeable Asphalt Treated Subbase (North 4,000') Pavement Removal 6" +- Pcc & Base Removal (Taxiways and Localzer Access) Existing Underdrain Removal Existing Underdrain Cleanout Structure Removal Pavement Marking Removal Clearing and Grubbing Unclassified Excavation Borrow Excavation (Off-site) 12" Subgrade Preparation 12" Cement Trea Ted Subgrade Cement Crushed Aggregate Base Course, Furnish Only Recycled Concrete Aggregate Base Course 6' Recycled Concrete Aggregate Base Course Separation Geotextile Plain Portland Cement Concrete Pavement Reinforced Portland Cement Concrete Pavement 6 " Portland Cement Concrete Pavement (Glideslope & Localizer Access Roads) Compression Joint Seal Pavement Marking With Beads (Waterborne) Pavement Marking Without Beads. Black Outlines (Waterborne) Temporary Pa Vement Marking (Waterborne) Saw -cut Grooving Repair Culvert Seitlement & Flared End Section Remove So-inch Flared End Section Remove 36-inch Flared End Section Remove 30-1nch Rcp Remove 36-1nch Rcp is-inch Rcp. Class v So-inch Rcp. Class v 36-1nch Rcp. Class Rv' 54-1nch Rcp. Class v Flared End Section. 30-1nch Rcp. Ciass v Flared End Section. 36-inch Rcp. Class Iv Remove & Reinstall Flared End Section 54-inch Rcp Grout & Seal Exisitng Rcp Class D & E Revetment Stone 6" Schedule 40 Pvc Perforated Underdrain. Trenched. Including Porous Backfill and Filter Fabric Schedule 80 Pvc Non-perforated Underdrain, Trenched Underdrain Cleanout Strucrure Underdrain Connection to Pipe or Structure Underdrain Splash Block Grout and Seal Existing Pipe as Shown on Plans Sw Aoi Manhole. 60-1nch Dia Manhole. 48-1nch Dia Seeding and Fertilizing Topsoiling (Stripping. Stockpiling. Respreading) Mulching Remove and Replace Supplemental Wind Cone. L-806. Led No. 8 Awg. 5 Ka', L-824. Type C Cable. Installed in Trench. Duct Bank or Conduit No. 6 Awg, 600v. L-824. Type C Cable. Installed in Trench. Duct Bank or Conduit No. 6 Aw'g, Solid. Bare Copper Equipment Ground Conductor. Installed in Trench, L.849 Runway End Identifier Light System, Led L.858 Airport Guidance Sign (1 -module), Base Mounted, Led L.858 Airport Guidance Sign (2.module), Base Mounted, Led L.858 Airport Guidance Sign (3.module), Base Mounted, Led L.858 Airport Guidance Sign Modifications (Panel Replacement) Distance Remaining Sign, L.858b, Led Spare High Intensity L*62 Runway Edge Light Fixture Assembly W1th Steel Cover & Isolation Transformer Spare Mediu M Intensity T Taxiway Edge Light Fixture Assembly With Steel Cover & Isolation Transformer Spare High Intensity L.862e Runway Threshold Light Fixture Assembly With Steel Cover & Isolation Transformer Spare Runway End Identifier Light Fixture Only Spare Primary Connector Kit Remove Runway 18-36 2-box Papi System 4-box Precision Approach Path Indicator System (Rwy 18-36) Spare Precision Approach Path Indicator Fixture Only Deactivate/cover Existing Guidance Signs Relocate Localizer Antenna. Shelter, Misc. Electrical Replace Glide Slope Antenna Tower and Foundation Site Directions: Ankeny Regional Airport 3700 SE Convenience Blvd Ankeny, IA 50021 Each bid shall be accompanied by a Bid Bond in an amount equal to five (5%) of the total amount of the bid. Bid Bonds must be on the form provided with the Contract Phase 1A* RWY 18-36 Reconstruction March 30, 2026 190 Calendar Days $1,500/Calendar Day Phase 1B* Reconstruct RWY 18-36 within RWY Intersection April 13, 2026 45 Calendar Days $2,500/Calendar Day Documents. Phase 2A** Runway 18-36 Grooving, Joint Seal and Marking October 6, 2026 20 Calendar Days $1,500/Calendar Day Phase 2B** RWY 18-36 Grooving, Joint Seal and Marking within RWY Intersection October 13, 2026 5 Calendar Days $2,500/Calendar Day Closeout Final Inspection & Punchlist 30 Calendar Days 30 Calendar Days $250/Calendar Day This project is subject to the requirements of 49 CFR Part 26 Disadvantaged Business Enterprise Participation. The owner has established a contract goal of 1.35% percent participation for small business concerns owned and controlled by qualified disadvantaged business enterprises (DBE). The bidder shall make and document good faith efforts, as defined in Appendix A of 49 CFR Part 26, to meet the established goal. The right is reserved, as the Polk County Aviation Authority may require, to reject any and all bids and to waive any informality in the bids received. Last day for questions: Thursday, 26th day of June 2025.