Site work for a mixed-use development in Kingsville, Texas. Completed plans call for site work for a educational facility; and water / sewer project.

This specification shall govern all work necessary for clearing, grubbing and stripping of objectionable matter as required to complete the project, and shall include removing and disposing of trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter from the project site. The deadline to ask questions is 5/09/2025 2:00 PM CST Project Summary: The Earthwork contractor shall make several site work adjustments to keep water from entering the high school's crawlspace. The contractor will also take corrective measures for building and site damage due to water and moisture damage. A performance bond will be required for all contracts over $100,000.00, and a payment bond will be required for all contracts over $25,000.00. A separate maintenance bond may be required for contracts under $100,000.00. Otherwise, it is included with the performance bond. Payment bonds are to be for 100% of the contract price. Bid Security must accompany each bid in the amount of ten percent (10%) of the largest possible total of the bid submitted. REQUEST FOR PROPOSALS (RFP 2025-003) FOR THE KINGSVILLE ISD H.M. KING HS DRAINAGE IMPROVEMENTS Estimate: $1,100,000 Base Bid Work (refer to the drawings and specs) Extend all roof drains and downspouts underground to the parking lots Extend the height of each building area-way vents Remove and elevate the mow strip Rough and finish grade for positive slope away from the building Landscape and sod Repair/replace the irrigation system Allowances: Using unit price, remove all insulation complete under the high school elevated slab (refer to technical specifications). Using unit prices, remove and replace damaged clevis pipe and conduit hangers in the crawlspace (see drawings and technical specifications) Owner's contingency allowance Add Alternates Installation of Johns Manville Corbond Open-Cell Spray Polyurethane Foam Insulation (2-inch Min. Thickness) to the underside of the high school elevated slab HDPE liner material and installation as identified in the drawings Under slab/crawlspace drainage improvements as identified in the drawings