Estimate: $24,233,681.00. Removal and Disposal of Existing Asphalt Paving - approximately 3,733 Square Yards Removal and Disposal of Existing Drainage Pipe, ranging in size from 24" diameter to 3' X 2' - approximately 329 Linear Feet Removal and Disposal of Existing Chain Link Fence - approximately 465 Linear Feet New Chain Link Fence (not including gates) - approximately 446 Linear Feet Electrical work for High Mast Pole lighting - bid as Lump Sum New 8" Waterline and fire hydrant assemblies to match high mast pole grid - approximately 1258 Linear Feet Reinforced Concrete Storm Sewer, ranging in size from 24" to 72" - approximately 3,467 Linear Feet Reinforced Concrete Storm Sewer, 6' X 6' - approximately 66 Linear Feet Storm Sewer Junction Boxes with inlet tops - bid as Lump Sum Storm Sewer Curb Inlets - approximately 9 Each Concrete Storm Outfalls - bid as Lump Sum. Excavation and Hauling of on-site spoils - approximately 13,040 Cubic Yards (Location inside the Port) Compacted Select Fill for Site Grading - approximately 12,180 Cubic Yards Relocation of Flexible Base - approximately 36,620 Cubic Yards (Port Furnished) 15" Concrete Pavement - approximately 81,650 Square Yards 8" Concrete Pavement - approximately 124 Square Yards 6" Concrete Pavement - approximately 29 Square Yards Fire Hydrant Assemblies - approximately 7 Each 12" Steel Bollards around Fire Hydrants and High Mast Light Poles - approximately 73 Each. The Work shall generally consist of clearing & grubbing, excavation to proposed grade, fill to proposed grade, placement of new concrete pavement, water and drainage utilities, drainage outfall, and electrical high mast pole lighting. Direct questions regarding distribution of Bid Documents to the Design for this Project to: Michael J. (Mick) Helfrich, Jr, PE, Project Manager LJA Engineering, Inc. 713-953-5102. The Owner reserves the right to reject any or all bids or to accept any bids deemed advantageous. There are no SBE goals established for this project.