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and construction staking. All materials and installation shall be per Indian River County Utility Standards and Specifications unless otherwise noted in the bid documents. Contractor will be provided with a copy of construction plans in AutoCAD format, which includes location reference to State Plane Coordinates to use in preparing Record Drawings. D. HDPE Directional Bore: Measurement of HDPE horizontal directional bore shall be computed using linear feet, as measured prior to pulling, and deducting the length of pipe above ground surface and include all material (including HDPE pipe), equipment. supplies, fuel, labor, sheeting and bracing, receiving and boring pits (if required), excavation, dewatering, backfilling, compaction, mechanical fittings, restoration, furnishing and installation of the HDPE pipe. Payments shall be based on a linear foot price for the directional bore length measured as specified above. E. Gate Valves, Air Release Valves, Tapping Sleeve and Valves and other miscellaneous appurtenances: Measurement shall be on the basis of furnishing and installing each type and size of appurtenance required, includiii., valve boxes, rovers, and other associated items. F. Existing Sewer Force Main Improvements "In Place" Abandonment. Measurement of the "In Place" abandonment of existing wastewater main improvements shall be computed using the diameter and lineal feet (LF) as measured along the centerline of the pipe abandoned and shall include all work described under Section 02629. G. Existing Sewer Force Main Improvements "Removal" Abandonment: Measurement of the physical removal of existing wastewater main shall be computed using the diameter and lineal feet (LF) as measured along the centerline of the pipe abandoned and shall include all work described under Section 02629. H. Debris Removal: Measurement of hurricane debris removed from the pipe route shall be computed as a lump-sum item and shall include all work described under Section 2116. Note: Owner reserves the right ro delete this item from the contract. I. Pavement, Sidewalk, Cart Path, and Driveway Replacement: Measurement shall be computed using square yards (SY) and shall include concrete sidewalk and/or driveway removed and replaced as a result of Contractor's operations and all asphalt re-surfacing as a result of construction operations. Minimum widths of replacement shall be as described in specifications or as shown on the plans. No separate payment will be made for concrete construction, including sawcutting, excavation, formwork, reinforcing, tack coat, surface course and pavement markings or other work or materials required in connection with concrete construction. J. Non-Paved Driveway Replacement: Shall include (dirt, marl or shell) driveway replacement/reconstruction removed and replaced as a result of the construction operations. Work shall include subgrade and surface (shell) materials, compaction, density testing, etc. Unimproved driveway replacement shall be computed using linear feet, as measured along the centerline of the pipe installed. K. Grassing (Sod and Seed): Measurement of grassing (Sod or Seed) shall be computed by linear feet, as measured along the water main pipe, or grassed area disturbed and restored as a result of Contractor's operations. The entire width of the disturbed area shall be grassed. Payment shall include all necessary grading, soil preparation, sod or seed. fertilizer, mulch, and irrigation. L. Project Record Documents: Measurement of project record documents shall be computed as a lump sum item, for the preparation of all required record documents as specified in Section 01720 Record Documents to include but not limited to: "As -built Drawings", field survey, drawing preparation in "AutoCAD" format, with ties to state 01025-2 DIDIVISION 1\01025 Measurement and Payment.doc