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1 <br /> F. Unit Price Abbreviations: <br /> 1. Lineal Feet - LF <br /> 2. Acre - AC <br /> 3. Cubic Yard - CY <br /> 1 4. Square Yard - SY <br /> 5. Each - EA <br /> 6. Lump Sum - LS <br /> 7. Ton -TN <br /> 8. Net Mile - NM <br /> 9. Gross Mile - GM <br /> 10. Gallons - GA <br /> 11. Million Gallons - MG <br /> PART 2 - PRODUCTS (Not applicable) <br /> PART 3 - EXECUTION <br /> 3.01 MEASUREMENT AND PAYMENT <br /> A. Furnish and Install Drainage Pipe <br /> 1. Measurement for payment for furnishing and installing drainage pipe will be <br /> based upon the actual number of linear feet of such pipe constructed as <br /> determined by measurement along the centerline of the pipe in place, not <br /> including through structures, all in accordance with the requirements of the <br /> Contract Documents. <br /> 2. Payment for furnishing and installing drainage pipe will be made at the unit <br /> price per linear foot of pipe named in the Bid Schedule. <br /> 3. Payment shall include providing all necessary pipe, trench excavation, <br /> bedding, backfilling, compaction, and the appurtenant items for which <br /> separate payment is not specifically included in the Bid Schedule. <br /> B. Furnish and Install Catch Basin, Storm Maintenance Access Structure or Conflict <br /> Structure <br /> 1. Measurement for payment for furnishing and installing catch basins or storm <br /> maintenance access structures will be based upon the actual quantity, each, <br /> of such structures constructed, all in accordance with the requirements of the <br /> Contract Documents. <br /> 2. Payment for furnishing and installing catch basins or storm maintenance <br /> access structures will be made at the unit price, each, named in the Bid <br /> Schedule, which price shall constitute full compensation for the completed <br /> ' installation of the structure including but not limited to excavation, dewatering, <br /> backfill and compaction, construction of the reinforced concrete structure and <br /> plugged openings (bricks and expanding grout or as approved by the <br /> ENGINEER) for proposed future connections, as well as furnishing and <br /> installing debris baffles/inverted debris baffles and concrete drainage aprons <br /> 05/08 01025-2 05-4893 <br />