(A) Granular subbase. Granular subbase shall be paid for at the contract unit price bid. The unit price shall include payment for all labor, materials and equipment for loading, hauling, placing and compacting the material. The unit price bid shall also include the removal and disposal of the soil displaced by the subbase in cut areas. The weight of granular subbase for payment shall be computed in tons by the engineer from delivery tickets furnished to the engineer at the time of delivery.
(B) Pipe for subdrains. Pipe for subdrains shall be paid for per linear feet. The price bid shall include payment for all labor, materials, equipment and tools for excavating, disposal of waste material, placing of pipe, granular backfill, fittings, connections, outlets, rodent guards and incidentals to place the pipe. The length will be measured by the engineer in length of pipe placed.
(C) Concrete pavement.
(1) Concrete payment shall be paid per square yard. The unit price shall include the cost of the concrete; setting and removing the forms; the reinforcing mesh, if required; joint construction; hot or cold weather protection, if needed; backfilling; final clean-up; and all other labor and materials incidental to pavement construction.
(2) The square yardage of concrete pavement will be computed as the measured center line distance times the nominal width plus the intersection areas placed.