Site work for a water / sewer project in Fort Mill, South Carolina. Completed plans call for site work for a water / sewer project.

**As of September 17, 2025, the project was awarded to Whitesell Trucking Inc, with an awarded amount of $2,845,091.82** The Work of this project consists of furnishing all labor, materials, equipment, tools, transportation, services and incidentals; and of performing all work necessary to complete all specified work in accordance with the Contract Documents prepared therefore and entitled York County -Regent Parkway Sanitary Sewer Relief System. A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified and required for demolition, removal, and disposal Work. 2. The Work under this Section includes, but is not necessarily limited to: a. Demolition and removal of existing materials and equipment as shown or indicated in the Contract Documents. The Work includes demolition of piping, paving, curbs, sidewalks, gutters, fencing and similar existing facilities. b. For pump station Work, this may also include demolition of structural concrete, foundations, walls, doors, windows, structural steel, metals, roofs, masonry, attachments, appurtenances, electrical and mechanical systems and equipment, demolition and removal of all Underground Facilities underneath, and above-grade piping and utilities in, the building(s) and structures shown or indicated for demolition, unless the Underground Facilities or above-grade facilities are shown or indicated as to remain. 3. Demolitions and removals specified under other Sections shall comply with requirements of this Section. 4. Perform demolition Work within areas shown or indicated. 5. Pay all costs associated with transporting and, as applicable, disposing of materials and equipment resulting from demolition. B. Coordination 1. Comply with Section 01 14 16, Coordination with Owner's Operations. 2. Review procedures under this and other Sections and coordinate the Work that will be performed with or before demolition and removals A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish and install concrete, reinforcing, and related materials. 2. The Work includes: a. Providing concrete consisting of portland cement, fine and coarse aggregates, water, and approved admixtures; combined, mixed, transported, placed, finished, and cured. b. Fabricating and placing reinforcing, including ties and supports. c. Design, erection, and removal of formwork. d. Building into the concrete all sleeves, frames, anchorage devices, inserts, and other items required to be embedded in concrete. B. Coordination 1. Review installation procedures under other Sections and coordinate installation of items to be installed in the concrete Work. C. Classifications of Concrete 1. Class "A" concrete shall be steel-reinforced and includes all concrete unless otherwise shown or indicated, and includes the following: a. Structural concrete for load bearing walls. b. Columns. c. Beams. d. Elevated floor slabs. e. Unlined or uncoated water/liquid containment structures. 2. Class "B" concrete shall be placed without forms or with simple forms, with little or no reinforcing and includes the following: a. Concrete fill. b. Duct banks. c. Unreinforced encasements. d. Curbs and gutters. e. Sidewalks. f. Thrust blocks. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish miscellaneous metal fabrications including surface preparation and shop priming. 2. The Work also includes: a. Providing openings in miscellaneous metal fabrications to accommodate the Work under this and other Sections, and attaching to miscellaneous metal fabrications all items such as sleeves, bands, studs, fasteners, and all items required for which provision is not specifically included under other Sections. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate the Work to be installed with, or attached to, miscellaneous metal fabrications Work. 2. Hot-dip Galvanizing: Coordinate with steel fabricator detailing for and fabrication of assemblies to be hot-dip galvanized, to minimize distortion during galvanizing process. A. Scope: 1. Provide labor, materials, equipment, and incidentals as shown, specified, and required to furnish and install metal castings. 2. Castings include metal items that are not part of miscellaneous metal fabrications or metal systems in other Specifications Sections. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items to be installed with or before metal castings Work. A. Scope: 1. Provide all labor, materials, tools, equipment, and incidentals as shown, specified, and required to furnish and install joint sealants. 2. Extent of each type of calking and sealant is shown or indicated and includes the following: a. Interior and exterior joints in equipment and construction systems not filled by another material, and that are not required to be open for operation. b. Exposed-to-view joints of all fire-rated sealants. c. Joints specified to be recalked. B. Coordination: 1. Review installation procedures under other Sections and coordinate installation of items to be installed with or before joint sealants. 2. Coordinate final selection of joint sealants so that materials are compatible with all calking and sealant substrates specified. A. Scope: 1. Provide all labor, materials, equipment, and incidentals required to perform clearing and grubbing as shown and specified in the Contract Documents. 2. The Work includes removing from the Site and disposing of trees, stumps, brush, roots, shrubs, vegetation, logs, rubbish, and other objectionable material. 3. Pay all costs associated with transporting and disposing of debris resulting from clearing. 4. Limits of Clearing and Grubbing: Clear and grub the areas shown or indicated on the Drawings. B. Related Sections and Details: 1. Section 02 41 00, Demolition. 2. York County Engineering Standard Details. A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals required to perform all excavating, filling, and grading, and disposing of earth materials as shown, specified, and required for construction of structures, Underground Facilities, roads, and other facilities required to complete the Work. 2. Preparation of subgrade for slabs and pavements is included under this Section. 3. No classification of excavated materials will be made. Excavation includes all materials regardless of type, character, composition, moisture, or condition thereof, except rock requiring drilling, blasting or special equipment for removal which is under Section 31 23 16.26, Rock Removal. B. Related Sections: 1. Section 03 00 05, Concrete. 2. Section 31 23 16.26, Rock Removal A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to perform rock removal required for the Work, including disposing of excavated rock material. 2. Obtain permits required by authorities having jurisdiction for rock removal Work, including transporting, storing, and using blasting materials. 3. Perform rock removal Work in compliance with Laws and Regulations applicable permits, and requirements of authorities having jurisdiction. B. Coordination: 1. Review procedures under this and other Sections and coordinate the Work that must be performed with or before rock removal. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish and install flexible, hot-mix, hot-laid, asphalt concrete pavement. 2. The Work includes: a. Preparation such as saw cutting, milling where shown or indicated, cleaning, and other preparation for installing flexible pavements. b. Providing asphalt concrete paving materials. c. Providing tack coat material. d. Providing pavement markings where shown or indicated. e. Providing quality controls and testing. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items to be installed with or before flexible paving Work. A. Scope: 1. Provide all labor, materials, tools, equipment and incidentals as shown, specified and required to furnish and install all lawns and meadows. 2. Extent of lawns and meadows is shown. 3. Types of products required include the following. a. Topsoil. b. Lawn grass seed. c. Meadow grass seed mixture. d. Wildflower meadow seed mixture. e. Inorganic soil amendments. f. Organic soil amendments. g. Fertilizers. h. Mulches. i. Erosion-control materials. j. Accessories. B. Coordination: 1. Review installation procedures under other Sections and coordinate the installation of items that must be installed with, or before, lawns and meadows. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to install and test all buried piping, fittings, and specials. The Work includes the following: a. All types and sizes of buried piping, except where buried piping installations are specified under other Sections. b. Unless otherwise shown or specified, this Section includes all buried piping Work required, beginning at the outside face of structures or structure foundations, including piping beneath structures, and extending away from structures. c. Work on or affecting existing buried piping. d. Installation of all jointing and gasket materials, specials, couplings, harnessed and flanged adapters, sleeves, tie rods, cathodic protection, and other Work required for a complete, buried piping installation. e. Supports, restraints, and thrust blocks. f. Pipe encasements, with the exception of piping embedded in concrete within a structure or foundation specified under Section 40 05 05, Exposed Piping Installation. g. Field quality control, including testing. h. Cleaning and disinfecting. i. Incorporation of valves, meters, and special items shown or specified into piping systems in accordance with the Contract Documents and as required. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items to be installed with or before buried piping Work. 2. Coordinate with appropriate piping Sections of Division 40, Process Integration. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish and install all couplings, adapters, and specials for process piping. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items that must be installed with or before couplings, adapters, and specials for process piping Work. A. Scope: 1. Provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all precast and cast-in-place manholes. B. General: 1. Manholes and structures shall conform in shape, size, dimensions, material, and other respects to the details shown or as directed by ENGINEER. 2. Cast-iron frames, grates and covers shall be the standard frame and grate or cover unless otherwise shown and shall be as specified in Section 05 56 00, Metal Castings. 3. Concrete for cast-in-place manholes and structures and for inverts in precast and masonry manholes and structures shall be Class "A" and shall conform to the requirements specified under Section 03 00 05, Concrete. 4. All manholes and structures shall be precast construction, unless otherwise shown. All sanitary or process manholes and structures carrying untreated wastewater shall be PVC lined or coated with Saueriesen or Sewer Shield 100, Tnemec Perma-Shield 431, or equal. A. Scope: 1. Design, furnish and install the proposed piping alignment by jacking and boring construction methods, as shown on the Drawings and conform to this specification. The work includes, but not limited to, survey, design, excavation, dewatering, removal of all materials encountered in the jacking and boring operations, disposal of all material not required in the work, grouting bulkheads, testing, cleaning, restoration, and incidentals as shown on the Drawings and as specified herein. 2. Install all jointing and gasketing materials, specials, flexible couplings, mechanical couplings, harnessed and flanged adapters, sleeves, tie rods, and all other Work required to complete the jack and bore, or tunneling installations. 3. The jacking and boring construction method shall consist of pushing (jacking) the casing pipe into the earth with a boring auger rotating with the casing/pipe to remove the spoil. The operations are to be completed while simultaneously providing ground stabilization techniques. Include provisions for preventing uncontrolled inflow of loose or saturated soils. 4. Provide additional geotechnical/subsurface investigations required to establish the appropriate parameters (i.e., limiting pressures, setback distances, depth of cover, etc.) for completing the design of the jacking and alignment, as specified herein. 5. OWNER is responsible for obtaining the required general construction permits, easements, and approvals from the South Carolina Department of Transportation (SCDOT), York County, and any respective property owners within the alignment. When encasement pipe is installed in the state rights-of-way, the entire installation shall be as required by SCDOT. B. Coordination: 1. Review installation procedures under other Sections and other contracts and coordinate with the Work that is related to this Section. 2. Coordinate construction activities with the respective authorities. A. Scope: 1. Provide all labor, materials, equipment and incidentals as shown, specified, and required to install and test all exposed piping, fittings, and specials. The Work includes the following: a. All types and sizes of exposed piping, except where exposed piping installations are specified under other Sections. b. Unless otherwise shown or specified, this Section includes all piping beginning at the outside face of structures or structure foundations and extending into the structure. Piping embedded in concrete within a structure or foundation shall be considered as exposed and is included herein. Piping that is permanently or intermittently submerged, or installed in sub-aqueous environments, is considered as exposed and is included in this Section. c. Work on or affecting existing exposed piping. d. Installation of all jointing and gasket materials, specials, flexible couplings, mechanical couplings, harnessed and flanged adapters, sleeves, tie rods, and all Work required for a complete exposed piping installation. e. Supports, restraints, and other anchors. f. Field quality control, including testing. g. Cleaning. h. Incorporation of valves, meters, and special items shown or specified into the piping systems per the Contract Documents and as required B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items that must be installed with or before exposed piping Work. 2. Coordinate with appropriate piping Sections of Division 40. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified and required to design, furnish, and install all hangers, supports and appurtenances necessary to complete the Work. B. Coordination: 1. Review installation procedures under other Sections and coordinate the installation of items that must be installed with the pipe hangers and supports Work. A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all floor pipes, pipe sleeves, wall pipes, other wall pieces, and escutcheons to complete the Work. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate with the installation of floor pipes, pipe sleeves, wall pipes, other wall pieces and escutcheons that must be installed with or within formwork, walls, partitions, ceilings and panels. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish ductile iron pipe and fittings. 2. Extent of piping is shown on the Drawings. Piping schedules in Section 33 05 05, Buried Piping Installation, and Section 40 05 05, Exposed Piping Installation, specify pipe service, diameter, material, lining, coating, pressure rating, joint type, and testing required. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items to be installed with or before ductile iron pipe Work. A. Scope: 1. Provide all labor, materials, equipment, and incidentals as shown, specified, and required to furnish and install thermoplastic piping and fittings. 2. Extent of piping is shown and shall be in accordance with piping schedules in Section 33 05 05, Buried Piping Installation. B. Coordination: 1. Review installation procedures under this and other Sections and coordinate installation of items to be installed with or before thermoplastic piping Work.