Site work for a mixed-use development in Oklahoma City, Oklahoma. Completed plans call for site work for a educational facility.

New softball fields with dugouts, restrooms storage. For bids in excess of $50,000.00, a Cashier's Check, certified check, or surety bond in the amount of five percent (5%) of the bid shall accompany the sealed proposal of each bidder. No Bids may be withdrawn after the scheduled closing time for receipt of Bids for a period of at least forty-five (45) days. The Owner reserves the right to reject any or all bids or to waive any informalities or irregularities in the bidding. (11-5, 11-12-24) If your bid is under $50,000, you may email it to Hilary. peters@willowbrook.build by 10:00 A.M. on bid day. All work shall be conducted in compliance with all applicable state and federal laws/regulations including all safety, cleanliness, and waste management regulations, requirements, and precautions. The Scope of Work shall include all GENERAL items as listed in 2.02 of this section and shall also include, but is not necessarily limited to the following: 1. Provide complete softball field construction. Include all infield material, turf, irrigation system, bases, foul poles, goal posts and all necessary items called out for these areas. 2. Contractor to provide guardrails in front of dugouts. 3. The sub grade below playing grade will be prepared to plus or minus a tenth of a foot by others but held 6" low. 4. The Playing Field Turf will be maintained, by this package, until established and accepted by the Owner, the contractor needs to install the turf, irrigation, and fencing as soon as possible so turf have corrected amount of time to establish. 5. Contractor is responsible for all irrigation within the athletic fields. 6. Contractor responsible for 6" topsoil under all athletic field areas. This soil needs to be a typical mix brought in from offsite. 7. Provide meter and backflow preventer. 8. Contractor to include all fencing shown on this project, including outfield. 9. Contractor shall include all remobilization operations required to complete the scope of this bid package. 10. Contractor shall coordinate all material deliveries with the Construction Manager and shall have a representative on site to receive all deliveries of materials under the scope of work of this bid package. 11. Provide all layout, staking & surveying as pertains to this scope of work from a control point provided by the construction manager. The Schedule of Values items are to be submitted 15 days after award of purchase order. They are to include, but not limited to the following items: Mobilization, safety, clean-up, as built documents, demobilization, bonds and insurance, submittals and the labor, material breakdown of work to be performed. . Provide all exterior seating and benches including installation in accordance with the contract documents. Includes seating in dugouts. 2. Contractor to review A211 for project specifics 3. Contractor responsible for the complete foundation system if required. 4. Contractor is not responsible for concrete paving under bleachers. 5. Provide all samples, warranties, product data, and maintenance data with required shop drawings. 6. Materials shall NOT be shipped until directed by Construction Manager. 7. Provide all layout, staking & surveying as pertains to this scope of work from a control point provided by the construction manager. The Schedule of Values items are to be submitted 15 days after award of purchase order. They are to include, but not limited to the following items: Mobilization, safety, clean-up, as built documents, demobilization, bonds and insurance, submittals and the labor, material breakdown of work to be performed. Based on the results obtained from our exploration and analysis, the proposed construction can be supported on drilled pier and grade beam foundation systems for support of the column loads and wall loads, respectively. The base of the drilled piers should bear a minimum of 3.0 feet or one pier diameter, whichever is deeper, into the rock strata. The rock strata were encountered in the deeper building borings at approximate depths of 65.0 to 71.0 feet below existing grade. However, the rock strata depths may significantly vary across the site. The drilled piers can be designed for a maximum allowable end bearing pressure of 15,000 psf, based on dead plus design live loads. An allowable skin friction of 1,500 psf can be utilized for that portion of the pier extending more than 3 feet or one pier diameter, whichever is deeper, into the rock strata. The bearing strata depths should be verified prior to construction. Difficulties might be encountered during drilling due to the nature of the subsurface formation. To explore the possibility of higher bearing pressures in the rock formations, additional drilling should be performed prior to final design and construction. The drilled piers should be at least 3 pier diameters deep and should be spaced at a minimum spacing of 3 pier diameter, center to center.