206REMOVAL OF MISCELLANEOUS EXISTING DRAINAGE AND OTHER FACILITIES

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its station number and description, and for the purpose of measurement and payment will be considered a complete and separate unit. The quantity of plain or reinforced concrete pavement, plain or reinforced concrete base, and cement treated base removed, including overlying surface, will be measured and the surface area computed in square yards {square meters}. The quantity of other surfaces and bases removed will be measured by cross sections as unclassified excavation. Removing concrete or stone curb, combination curb and gutter, gutter and valley gutter, including any overlying surface material, will be measured in linear feet {meters}. Concrete sidewalk and concrete crosswalk removed as directed will be surface measured and the area computed in square yards {square meters}. The length of culvert pipe removed will be measured in linear feet {meters}. The quantity of pipe headwalls, manholes, inlets, and catch basins removed will be the number of separate units. The Removal of Rubble as described on the plans will be measured as one lump sum unit. Guardrail removed as directed will be measured in linear feet {meters} along the top of the rail in place between extreme limits of an installation. Railway track removed will be measured in linear feet {meters} of separate two-rail track. A turnout will be measured as a separate two-rail track beginning at the point of frog. Where rails have previously been removed, removal of the remaining crossties, concrete foundation, and all remaining track appurtenances will not be measured and paid for but considered as a part of clearing and grubbing. Cable guiderail removal will be measured in linear feet {meter} along the length of the top cable from anchor to anchor. Removal shall include all items associated with the cable guiderail system. No additional costs will be paid for removal of associated items of the cable guiderail system.

206.06Basis of Payment

When the contract contains a unit price for any pay item listed in this Section, such item will be paid for at the contract unit price, which shall include cutting, removal, excavation and subsequent backfill incident to removal, and furnishing all materials, tools, equipment, labor, and incidentals necessary to complete the work as described. It shall also include necessary and required salvage, preservation, storage on the right of way, or disposal of the materials, all as provided herein. The unit price for removal of concrete pavement or concrete base shall include removal of any overlying surface. Payment for removal or partial removal of old bridges at designated stations will be made at the lump sum contract price for each bridge removed or partially removed as specified. The contract unit price for the Removal of Rubble shall be full compensation for loading, hauling and disposing of the rubble described on the plans. Payment for removal of all box culverts and culvert type structures will be made at the lump sum contract price for each culvert which shall include removal or partial removal as specified on the plans. Material required for backfilling structures removed, in excess of overlying material excavated in their removal, will be paid for at the contract unit price for excavation of the classification used.

206-A Removal of Old Bridge, Station _____ - per lump sum 206-B Removal of Old Box Culvert, Station _____ - per lump sum 206-C Removing * - per square yard {square meter} 206-D Removing ** - per linear foot {meter} 206-E Removing *** - per each 206-G Removal of Rubble – per Lump Sum * Concrete Sidewalk, Concrete Pavement, Concrete Crosswalks, Concrete Bases, etc. ** Pipe, Guardrail, Curb, Curb & Gutter, Railroad Tracks, Cable Guiderail, etc. *** Headwalls, Inlets, etc. REMOVAL AND REINTERMENT OF GRAVES 115

REMOVAL AND REINTERMENT OF GRAVES

208.01Description

This Section shall cover the services necessary to remove, disinter, and reinter graves or remains found within the limits of the highway right of way. The removal, disinterment, and reinterment shall be in compliance with all State, County, and/or City rules and regulations. Reinterment shall be in approved, established cemeteries or burial grounds. The number of graves specified in the contract is approximate only; the actual number may vary and will depend upon a close investigation of the existing burial site during preliminary grading operations. Only the number of graves moved as directed will be paid for at the contract unit price, and no claim will be allowed for extra compensation due to overruns or underruns of the items provided under this Section.

208.02Materials

All materials furnished for use in connection with work under this item must be acceptable to the Engineer and suitable for the particular work with which it is associated.

208.03Construction Details

In areas where graves or cemeteries have been located or suspected, the Engineer may direct the Contractor to perform such clearing and grubbing, stripping or excavation work as may be deemed necessary in a manner which will allow an examination of the area to ascertain if all graves have been properly located. After the area has been checked and the disinterment of the graves or remains properly accomplished, the Engineer will authorize the Contractor to commence full grading operations. The cost of any clearing and grubbing, stripping, and/or excavation to accomplish the above details shall be considered as a part of the type work under which it is performed, and no additional compensation will be considered.

The removal, disinterment, and reinterment of remains shall be performed under the supervision of a qualified undertaker licensed to practice in the State of Alabama. The Contractor shall be responsible for obtaining all the necessary permits required by State, County, or City Authorities prior to beginning work under this Section. In addition, the following services are considered to be essential and a part of the requirements of this operation:

on the plans or proposal.

original box has occurred, providing a satisfactory new burial box for the displacement of the remains.

exists, providing a granite grave marker of at least 20 inches {500 mm} by 10 inches {250 mm} by 4 inches {100 mm}.

208.04Method of Measurement

The removal, disinterment, and reinterment of graves, when provided by the plans or proposal, shall be measured in individual grave units, with each grave actually removed and relocated considered as a separate individual unit.

208.05Basis of Payment

Each grave directed and actually removed and reinterred shall be paid for at the contract unit price per each which shall be full compensation for furnishing all materials and services necessary to properly remove and reinter the remains on an approved site furnished by the Contractor or,