Site work for a civil project in El Paso, Texas. Completed plans call for site work for a bridge / tunnel; development; and water / sewer project.

The work under this contract shall be for furnishing all labor, materials, transportation, and services for the construction and installation of the following work: The newly constructed Mesa Park Dr. Exit on I-10 and the continuously ongoing development of Montecillo, Mesa Park, and subjacent areas created a drastic change in the watersheds that feed the Paragon channel, which runs next to J.T. Hickerson wastewater treatment plant and discharges on the Rio Grande. Such changes made the water flow exceed the current channel capacity, which created an overflow issue at the wastewater treatment plant and created the necessity of the construction of a detention pond in order to prevent such a problem from happening again. This project will consist of the construction of two ponds to capture flows from Flow Path 20 & 20 A, shall include but is not limited to the excavation of approximately 70,000 cubic yards of earthwork, installation of approximately 3,400 cubic yards of 6-inches thick concrete lining on northern pond, approximately 2,380 cubic yards of 10-inches thick concrete lining on northern pond inlet and discharge channels, one (1) concrete wingwall structure for a five-barrel 8-feet by 8-feet concrete box culverts, two (2) inlet/outlet end treatment structures for a 6-feet by 8-feet concrete multi-box culvert, four (4) concrete end treatment for two (2) 36- inches reinforce Concrete Pipe (RCP), 600 linear feet of 6-feet by 8-feet concrete box culvert, approximately 200 linear-feet of 36-inches Class V Reinforce Concrete Pipe (RCP), approximately 2,778 square yards of crush aggregate base course for access road, approximately 1,612 square yards of 8-12 inches loose rock Riprap. Installation of 575 linear feet (lf) of 8-inch Polyvinyl Chloride (PVC) SDR 35 pipes by open cut method, 575 linear feet (lf) of 12-inch Split Steel Casing, Tie-in connections of 8-inch sanitary sewer, four (4) Manhole Type B, Sanitary sewer manhole adjustment of approximately 45 additional vertical feet, bypass pumping system. For Reclaim water relocation, the installation of a 2-inches Blow Off valve, 2-inches Air Release valve, 350 linear feet (lf) of 24-inch ductile iron pipe by open cut method, 260 linear feet (lf) of 24-inch Split Steel Casing by open cut method, Tie-in connections of 24- inch reclaimed water. Each Bid shall be submitted in accordance with the Instructions to Bidders and be accompanied by a Bid Security in the amount of five percent of the bid amount. Question Deadline 10/28/2024 at 5:00 PM MT