Renovation of an educational facility in Oceanside, California. Completed plans call for the renovation of a educational facility.

Scope of work: This project will consist of the construction of concrete foundations for the new prefabricated buildings, underground infrastructure, right of way work (sewer, water, fire water and sidewalks) and utility systems to support ten (10) prefabricated buildings, which have been procured separately by the District from Silver Creek Modular. The project includes the abatement and demolition of four (4) existing buildings, as well as the removal of one (1) existing modular building. Additionally, the full renovation of one (1) existing multipurpose building. Site improvements consist of new playfields, hardscape flatwork, permanent fencing, gates, landscaping, playgrounds, fabric shade structures, associated retaining walls, exterior stairs and ramps required for elevation transitions. The Contractor will be responsible for coordination of the installation of the prefabricated buildings per the site logistics plan. Each bid shall be accompanied by cash, a cashier's or certified check, or a bidder's bond executed by a surety licensed to do business in the State of California as a surety, made payable to the District, in an amount not less than ten percent (10%) of the maximum amount of the bid. The check or bid bond shall be given as a guarantee that the bidder to whom the contract is awarded will execute the Contract Documents and will provide the required payment and performance bonds and insurance certificates within ten (10) days after the notification of the award of the contract. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work shall be at least time and one half. Minority, female, and disabled veteran contractors are encouraged to submit bids Pursuant to Public Contract Code 4104, each bid shall include the name, license number, and location of the place of business of each subcontractor who shall perform work or service or fabricate or install work for the contactor in excess of one-half of one percent (0.5%) of the bid price. The bid shall describe the type of the work to be performed by each listed subcontractor. A. Provide all slotted channel framing material, fittings and related accessories (Strut System) as indicated on the Contract Drawings. B. Provide all labor, supervision, engineering, and fabrication required for installation of the Strut System in accordance with the Contract Drawings and as specified herein. C. Related work specified elsewhere. A. Provide all labor, equipment, and miscellaneous materials to install District purchased and furnished roofing materials over the properly prepared substrate. B. All products listed in 2.01, D will be furnished by the District. All products not listed in 2.01, D are to be furnished by the Contractor. All products listed in 2.1, D will be manufactured by The Garland Company and purchased by Oceanside Unified School District. C. Roof Replacement: Surfside Educational Academy Buildings E 1. Remove the existing roof system to the structural deck. District to mark any nonfunctioning equipment. All marked equipment to be removed during demolition as well as abandoned curbs. 2. Repair any damaged decking as required. Contractor to include 7% deck replacement in the base bid. If the amount of deck replacement exceeds 7%, the contractor is to receive a change order equal to the unit price for deck replacement per sq ft multiplied by the sq ft in excess of the base bid amount. If the amount of deck replacement is less than 7%, the contractor is to provide a credit to the District equal to the unit price of deck replacement per sq ft multiplied by the sq ft less than the base bid amount. 3. Mechanically fasten R10 polyiso min insulation. Install crickets on the high side of all units to ensure better water flow. 4. Mechanically fasten as top insulation layer -- 1/2 " DensDeck Prime coverboard. 5. Apply self-adhering SBS modified - SA Base IV. 6. Torch apply Stressply IV Plus Mineral cap sheet. 7. Flashings / Sheet Metal: a. All wood curbs and surfaces to receive Pro Stop Primer at 1/2 gal per sq prior to any roof application. Primer is a fire retardant. b. Apply SBS-modified flashing ply in all flashing areas - SA Base IV. Flashing ply to extend min 6" onto the roof field. c. Apply SBS-modified flashing cap ply - Stressply IV Plus Mineral -- in all flashing areas extending a min 9" onto the roof field. All flashing plies to be terminated with a termination bar set in butyl tape and fastened every 6" o.c. Caulk above the termination bar. d. Through Wall Scupper: Install new 22-gauge, metal flashing. Install detail per manufacturer detail. e. Equipment: Flashing plies to extend up as high as possible. Terminate the flashing plies with a termination bar set in butyl tape. Fasten every 6" o.c. Caulk above the termination bar. Install 22-gauge, galvanized skirt metal flashing. f. Counterflashing: Where existing, install new 22-gauge counterflashing metal and at all equipment flashings install new 22-gauge, galvanized skirt metal. g. Edge Metal: Install new 22 gauge, kynar edge metal where currently existing. Metal to have a 4" face. District to determine color. h. Existing Gutters: Where existing, install new, 24 gauge, kynar, seamless gutters. 8. Penetrations: a. No pitch pockets on roof. Lead flash all penetrations. Roofing contractor to supply and install all lead flashings. Install umbrella cover over all caulked clamps. Caulk umbrella. 9. Surfacing: a. Allow the roof to cure for 14 days. b. Powerwash and clean the roof prior to coating. Ensure no moisture on the roof. c. Apply Pyramic Plus LO at 2 gal per sq. d. Note: In the waterways, do not apply Pyramic coating. Apply Cool Sil at a rate of 3 gal per sq. Embed 28 lbs per sq of Title 24 compliant white minerals into the coating. 10. All conduit to be placed on rubber blocks. 11. Contractor to be responsible for any ponding water. Contractor to ensure positive drainage. 12. Contractor to provide a 5-year warranty. A. Signage Fabricator is responsible for all engineering required by law to build all signs. Signage Fabricator shall engineer the sign and its attachment to the building. B. Pricing shall be submitted in accordance with the drawings. Bidders are required to clearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents. C. Allow for thorough and complete preparation of all submittal items described in Section 2, for delivery and/or shipping of same, and for re-submittal(s) as required until approval has been obtained for all items. D. Unless otherwise directed by Architect or Owner, signs shall be designed to withstand environmental conditions, and severe guest abuse or vandalism, but not less than the equivalent of resisting simple hand implements and tools and adult physical force for approximately 10 minutes. All fabricated signs shall be built to withstand normal maintenance operations and use by employees/staff. E. Provide graphics complete as shown and specified in drawings. A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation, and services necessary for and incidental to performing all operations in connection with furnishing, delivery and installation of the work of this Section, complete as shown on the Drawings and/or specified herein. Work includes, but is not necessarily limited to the following: 1. Examine all other Sections for work related to those other Sections and required to be included as work under Division 26. 2. General Provisions and Requirements for electrical work. A. Provide all slotted channel framing material, fittings and related accessories (Strut System) as indicated on the Contract Drawings. B. Provide all labor, supervision, engineering, and fabrication required for installation of the Strut System in accordance with the Contract Drawings and as specified herein. C. Related work specified elsewhere. A. Signage Fabricator is responsible for all engineering required by law to build all signs. Signage Fabricator shall engineer the sign and its attachment to the building. B. Pricing shall be submitted in accordance with the drawings. Bidders are required to clearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents. C. Allow for thorough and complete preparation of all submittal items described in Section 2, for delivery and/or shipping of same, and for re-submittal(s) as required until approval has been obtained for all items. D. Unless otherwise directed by Architect or Owner, signs shall be designed to withstand environmental conditions, and severe guest abuse or vandalism, but not less than the equivalent of resisting simple hand implements and tools and adult physical force for approximately 10 minutes. All fabricated signs shall be built to withstand normal maintenance operations and use by employees/staff. E. Provide graphics complete as shown and specified in drawings. All work shall be supervised by experienced persons trained, knowledgeable and qualified in the techniques of asbestos abatement and the handling of asbestos waste, asbestos containing, and contaminated materials and the subsequent cleaning of asbestos contaminated areas. Contractor shall furnish all labor, materials, services, insurance (specifically covering the handling and transportation of asbestos containing material), and equipment which is specified, shown or reasonably implied for the removal, transport, and disposal of the following asbestos contaminated/containing materials from the building locations as indicated (all quantities are approximate): Asbestos-Containing Material Removal: The Work includes the abatement, removal, transport and disposal of the following asbestos-containing materials (ACMs) and asbestos-containing construction materials (ACCMs), as per the architectural drawings as materials to be impacted during the building renovation activities for modernization. A hazardous materials survey prepared by Group Delta is included as Appendix A and were reviewed as part of this specification design. The following table lists the ACMs and/or ACCMs identified within the subject site building, including the location, condition, and the estimated total quantity of the identified hazardous materials: All work shall be supervised by experienced certified persons trained, knowledgeable and qualified in the techniques of lead removal, stabilization, and handling of lead-based paints (LBPs), lead waste, and lead-contaminated materials and the subsequent cleaning of lead contaminated areas. Contractor shall furnish all labor, materials, services, insurance (specifically covering the handling of lead waste), disposal of said waste, waste characterization of all potentially hazardous materials and equipment which is specified, shown or reasonably implied for the removal of all lead containing/contaminated materials from the buildings as specified, shown or reasonably implied on project drawings and documents. The work includes, but is not limited to, the removal, handling, waste characterization, disposal and/or stabilization of the following hazardous materials: All work shall be supervised by experienced persons trained, knowledgeable and qualified in the techniques of URHW material abatement and the handling of associated waste and contaminated materials and the subsequent cleaning of the contaminated areas. Contractor shall furnish all labor, materials, services, insurance (specifically covering the handling and transportation of hazardous material), and equipment which is specified, shown or reasonably implied for the removal, transport, and disposal ofthe following materials from the building locations as indicated (all quantities are approximate): We conducted this investigation in general conformance with the scope of work presented in our proposal No. P-22-353. The scope of our geotechnical services included the following: o Reviewing readily available literature and maps to obtain background information of regional geology, site development, seismicity, and ground water. o Preparing applications for and obtaining well drilling permits from the San Diego County Department of Environmental Health (DEH). o Marking out boring locations on the site and contacting Underground Service Alert (USA) to locate onsite utility lines. o Utilizing a private utility locator service to clear borings of underground utility conflicts. o Drilling, logging, and sampling of twelve (12) exploratory borings using hand tools and an 8-inch diameter hollow stem auger drill rig. o Converting two (2) shallow boringsto borehole percolation tests. o Performing two (2) borehole percolation tests to assess infiltration characteristics. o Advancing two (2) soundings with a truck-mounted electronic cone penetrometer (CPT). o Seismic shear wave measurements were performed at 5 feet intervals o Performing laboratory testing of select samples. o Performing geotechnical engineering review of compiled data and performing geotechnical engineering analyses. o Preparation of this report summarizing our findings and presenting our conclusions and recommendations for the proposed construction. o A geologic hazards study, conducted by GDS Geologic Consulting, was prepared, and is included as an appendix to this report. We conducted this investigation in general conformance with the scope of work presented in our proposal No. P-24-040. The scope of our geotechnical services included the following: o Reviewing readily available literature and maps to obtain background information of regional geology, site development, seismicity, and groundwater. o Preparing applications for and obtaining well drilling permits from the San Diego Department of Environmental Health (DEH). o Marking out boring locations at the site and contacting Underground Service Alert (USA) to locate onsite utility lines. o Utilizing a private utility locator service to clear borings of potential underground utility conflicts. o Drilling, logging, and sampling of sixteen exploratory borings using hand tools and an 8- inch hollow stem auger drill rig to a maximum depth of 51 1/2 feet below ground surface (BGS). o Converting two (2)shallow boringsto borehole percolation tests and performing two (2) borehole percolation tests. o Performing laboratory testing of select samples. o Performing geotechnical engineering review of compiled data and performing geotechnical engineering analyses. o Preparing this report summarizing our findings and presenting our conclusions and recommendations for the proposed construction.