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The project consists of replacing the air-cooled chiller, heating water boiler, and domestic water heaters at Eastern Correctional Institution located in Maury, NC.

Lawn and Grounds Maintenance Services shall include year-round mowing, edging, trimming, debris and leaf removal, and related services for weed and grass control on the grounds and fences owned by the National Guard and the adjoining highway right of ways. All work shall be completed in a manner to present a well-maintained, landscaped, professional-type appearance. Work is not guaranteed without prior approval by the facility point of contact (POC). The facility POC (or their designee) may determine when services are not required for a time. If services are not determined necessary for a time, then the contractor cannot invoice the National Guard for that period. Contractor provides all equipment, supplies, materials, transportation and labor to complete the services in accordance with contract specifications and all applicable federal, state and local laws and regulations.

This project involves the reconstruction of the Camp Pond Dam located approximately at 5016 Richland Drive Raleigh, NC 27612 in response to Notices of Deficiency issued by North Carolina Department of Environmental Quality Dam Safety (Dam Safety). Camp Pond Dam is categorized as a small, high hazard potential earthen dam by Dam Safety (State ID number WAKE-198), and is privately co-owned by four residents. The City of Raleigh (City) is in the process of purchasing permanent easements to take full ownership and operation responsibility of the dam. The City maintains the public right-of-way for Richland Drive that crosses the dam. Richland Drive is the only access to the Lakeland Woods neighborhood south of Camp Pond Dam, and access must be maintained at all times. The dam has a structural height of approximately 23 feet, a surface area of approximately 4 acres, and a maximum impoundment capacity of 13 acre-feet per the NC Inventory of Dams Data Sheet.

The city is seeking firms to provide CCTV inspection of the Citys pipeline system in accordance with current NASSCO PACP standards. Inspections shall be completed by PACP-certified professionals using NASSCO-certified software and compliant database formats. The Contractor shall provide high-quality color video inspections, defect coding, condition grading, and supporting documentation for all inspected assets. Deliverables shall include digital video files, PACP databases, inspection reports, and defect photographs. All inspection data shall be compatible with the Citys asset management and pipe video systems.

The Project consists generally of the following major items: Installation of approximately 21,600 linear feet of 8-inch to 54-inch gravity sanitary sewer, abandonment of existing sanitary sewer, and replacement of existing water main.

Commissioning Agent (Cx) and Retro-Commissioning Agent (RCx) and related services that are to be provided as per the Rowan-Cabarrus Community College Scope of Services/Work for Commissioning Agent (Cx) and Retro-Commissioning Agent (RCx) Services on a routine or as needed basis for small, miscellaneous projects under $500,000. Annual fees may not exceed $150,000 in total value and no single project shall exceed a $36,000 fee.

Each acquisition shall consist of several marked steps to be approved by the local authority having jurisdiction to initiate, execute, and closeout each project. These steps may require multiple site visits by various professionals along with meetings between the Prime Contractor, State, subgrantee representative, and/or homeowner. Each demolition shall consist of several marked steps to be approved by the local authority having jurisdiction to initiate, execute, and closeout each project. These steps may require multiple site visits by various professionals along with meetings between the Prime Contractor, State, subgrantee representative and/or homeowner. A pre-construction conference shall take place after IFBs have been awarded to discuss the Scope of Work with the Prime Contractor(s) and Hazard Mitigation leadership. All demolition work should conclude on each project site within 60 days of settlement and shall not exceed 90 days.

The project generally consists of the construction of a 600 square foot, elevated, Harbor Office.

This Project consists of an undetermined number of individual projects consisting of water and/or sewer extensions, water and/or sewer replacements, low-pressure sanitary sewer, water distribution system reliability improvements projects, and/or sanitary sewer capacity assurance projects, which will be assigned by the Project Engineer.

Project consists of replacing an existing 12-inch sanitary sewer aerial crossing and pipe bridge which was destroyed during the flood in Hurricane Helene. Replace with a new 12-inch DIP sanitary sewer piping secured with a new galvanized steel pipe bridge crossing Johnathan Creek along the east bound lane of Highway 276 in Maggie Valley, North Carolina. Pipe bridge structural drawings, specifications and shop drawing submittal procedures are included in the drawing package. Streambank and channel stabilization work will be required for this project, and includes rock cross vanes, bolder toe, and geo-lifts.

Services include all functions normally considered a part of workmanlike and satisfactory janitorial maintenance services, whether specifically listed herein or not.

Each acquisition shall consist of several marked steps to be approved by the local authority having jurisdiction to initiate, execute, and closeout each project. These steps may require multiple site visits by various professionals along with meetings between the Prime Contractor, State, subgrantee representative, and/or homeowner. Each demolition shall consist of several marked steps to be approved by the local authority having jurisdiction to initiate, execute, and closeout each project. These steps may require multiple site visits by various professionals along with meetings between the Prime Contractor, State, subgrantee representative and/or homeowner. A pre-construction conference shall take place after IFBs have been awarded to discuss the Scope of Work with the Prime Contractor(s) and Hazard Mitigation leadership. All demolition work should conclude on each project site within 60 days of settlement and shall not exceed 90 days.

The North Carolina Department of Public Safety (DPS), Division of Emergency Management (NCEM), Hazard Mitigation Office is seeking to qualify highly skilled Prime Contractors to perform residential property acquisition and structure demolition services located across North Carolina. This work will be completed through the NCEM Hazard Mitigation program and includes, but is not limited to, project scoping, pre-construction services, construction/demolition activities, post-construction services, and closeout services of eligible structures.

The Project consists generally of the following major items: Construction of a parking lot including permeable pavers and drainage system, earthwork, asphalt paving, concrete flatwork, concrete curbs and stairs, lighting, electrical systems, planting and installation of site amenities. Site preparation will include building demolition, selective building demolition, clearing, earthwork and grading.

It is the intent of this proposal invitation to obtain contract proposals to reroof locker Room/ Gym and Admin Building at White Oak High School located at 1001 Piney Green Rd, Jacksonville, NC 28546. All products and/or services rendered by the vendor must meet all requirements of this invitation and be completely satisfactory to using agencies.

The project includes removal and replacement of the roof system and one window. The project also includes installation of a new permanent access ladder.

Removal of existing EPDM single ply membrane, existing metal trim down to existing insulation and fiberboard (if any) and the recovering of roof with new 3/8" gypsum core boards with fiberglass facer mat (Dens Deck ProFast Prime Roof boards, or equivalent and a new 60 mil, reinforced, smooth white, fully adhered TPO membrane roofing system with 20 year NDL manufacturer's warranty. Contractor is responsible for the legal disposal of all debris. The existing insulation and roof deck shall remain in place. Where there are existing roof drains, they are to remain, provide new bolts in the clamping, compression rings. Where the clamping, compression rings are damaged or broken, provide new cast iron clamping, compression rings with new cast iron domes. Plastic domes and retrofit-type drains are unacceptable. All metal trim, (coping, counter flashings, termination bars shall be new.) If there is epdm run up wall behind metal trim, we want TPO run up the same way. If that is not possible contact owner with an alternative. Metal cap flashing shall be prepainted aluminum. Provide a one-piece cap flashing with continuous cleats each side at the top of exposed parapet walls. Provision needs to be made for expansion and contraction. Metal cap flashing shall be in 10 Foot lengths unless shorter pieces are required. Gravel stops, perimeter edge (coping), counter flashings facia shall be formed of prepainted aluminum, 10-foot minimum sections, extending on roof not less than 4". Existing scupper locations shall be reused for new scuppers. All scuppers shall be replaced by prepainted Kynar finish matching existing gutters and coping metals. The cost of all required inspections and permits (opening and closing of permits) shall be the responsibility of the contractor. Upon completion of roofing work, contractor will furnish to the owner The Roofing Systems Manufacturer's 20 year (or longer) Full Value NDL Full System Warranty on materials and of the Roofing System, roofing, insulation, flashing and sheet metal work, 10 year water tightness warranty and a 2 year Contractors workmanship warranty (guarantee) against leakage and defects due to workmanship and / or negligence by contractor. When inspection is called for, owner shall be informed and on site when inspected by representative of roofing manufacturer.

This project shall include a 2,500 square-foot, Operations Center 50% will include office space, break room, two ADA restrooms and amenities; 50% will be a shop for minor maintenance and supply storage. A small garage/storage area off the side of the maintenance shop to store an air compressor and oil tank. This facility will have a transport-sized auto-gas propane fueling station for ICPTA vehicles, a well-lit asphalt parking lot large enough to store 20 transit vehicles, secure fencing around all ICPTA vehicle storage areas and a security system with cameras. A comparison of the entire facility being equipped with HVAC versus just the office space should be made for final decision as well as a generator capable of powering the entire facility.

It is the intent of this proposal invitation to obtain contract proposals to reroof Reroof Dixon High School Mini Gym (Base) Annex Gym (Alternate 1), 4 Classroom Building and Breezeway (Alternate 2) at Dixon High School located at 160 Dixon School Rd, Holly Ridge, NC 28445. All products and/or services rendered by the vendor must meet all requirements of this invitation and be completely satisfactory to using agencies.

Appalachian State University is accepting submittals for design services related to small renovation and construction projects.The Open-End Agreements will be utilized on informal projects on as-needed basis in the following disciplines: Architectural, Asbestos Abatement (Design), Commissioning Consultants, Civil & Transportation Engineering, Landscape Architect, Mechanical, Electrical, Plumbing (MEP) Engineering, Materials Testing/Geotechnical Engineering, Building Envelope, Structural Engineering and Surveying.