Renovation of a parking garage in Houston, Texas. Completed plans call for the renovation of a parking garage.

Houston Community College Invitation for Bid (IFB) System Administration Parking Garage Structural Repairs No. 22-33 engineer's estimate $425K to $475K *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. The Contractor shall furnish all material, labor, tools, supplies, permits, equipment, insurance, bonds, transportation,superintendence, barricades, temporary protection, temporary construction of every nature, taxes and all services and facilities, unless specifically excepted, and install all materials, items, and equipment required to complete the construction of System Administration Parking Garage Structural Repairs. The Contractor shall be required to remove and properly dispose of all existing concrete and associated damaged structural materials and provide and install new concrete and associated structural materials as stated in the project description herein. a. Concrete Repair - Concrete Topping Repair: Locate existing spalls, locate and remove full delaminated and unsound concrete topping from double tees, prepare cavities, and install repair materials to restore concrete floor topping to original condition and Appearance. b. Concrete Edge Topping Repair: Locate and remove existing sound and unsound full depth concrete in strip areas where cracks exist adjacent to control joints, prepare cavities, and install patching material to restore concrete floor topping slab to original condition and appearance including tooling of new control joints. c. Concrete Curb Repair: Locate existing spalls, locate and remove full delaminated and unsound concrete from curbs, prepare cavities, and install repair materials to restore concrete floor slab to original condition and appearance. d. Tee Stem Repair: Locate and remove delaminated/spalled concrete, prepare cavities, and install patching materials to restore precast Tee beams to original condition and appearance. e. Tee Stem Repair at Support: Locate and remove delaminated/spalled concrete, prepare cavities, and install patching materials to restore precast Tee stems to original condition and appearance. f. Concrete Beam Repair: Locate and remove delaminated/spalled concrete, prepare cavities, and install patching materials to restore concrete beams to original condition and appearance. g. Bearing Pad Replacement: Lift the end of the double-tee to remove and replace missing or damaged existing double-tee bearing pads with new elastomeric bearing pads, repair any embed connectionsthat are damaged during lifting of double tees, resealing the joint at the flange-to-flange interface, and resealing the cove joint between topping slab and wall. h. Flange to Wall Connector Repair (incidental): Restore a damaged precast connection between two existing structural precast elements. This repair is incidental to Bearing Pad Replacement. i. Flange to Flange Shear Connector Repair (Incidental): Restore a damaged precast connection between the flanges of two existing precast double tees. This repair is incidental to Bearing Pad Replacement. j. Concrete Wall Repair: Locate and remove unsound concrete from walls, prepare cavities, and install patching materials to restore walls to original condition and appearance. k. Grout Pocket Repair: Locate and remove unsound grout pockets, prepare cavities, and install patching materials to restore grout patch to original condition and appearance.