9−10 SECTION 904 REMOVE AND RESET FENCE
904.01 DESCRIPTION . This work consists of the dismantling, rehandling, stockpiling and
removing such sections of fence as are indicated on the Plans and the subsequent resetting of said fence at new locations indicated on the Plans or directed by the Engineer, all in accordance with these Specifications. 904.02 MATERIALS . The materials dismantled and removed shall be utilized in the fence as it is reset, except, where necessary, new materials including new posts, shall be furnished by the Contractor. New and replacement materials necessary for the proper reconstruction of fences shall conform to SECTION M.08; FENCE AND GUARDRAIL , of these Specifications.
904.03 Construction Methods .
904.03.1 Dismantling. Fence rails, gates, fittings, anchorages and appurtenances and materials
suitable for reuse shall be carefully dismantl ed and detached from the posts, and neatly stored and protected from damage. The Contractor shall r eplace, at his own expense, any post or other material damaged by its methods of dismantling and removing operations. All salvaged material shall be cleaned, stored and protected until it is reset. All post holes and other holes caused by excavation under this item shall be backfilled with approved granular material and thoroughly compacted. If post holes are located in a paved area the material shall be replaced in kind. 904.03.2 Resetting . The fence shall be reset plumb in accordance with both the details indicated on the Plans and the requirements for new work of the same or similar type as set forth in other sections of these Specifications. Where conflicts exist, the directions of the Engineer shall govern. Backfilling around the fence posts shall consist of the placement of approved granular material that is thoroughly compacted. If the fence posts were originally set in cement concrete they shall be reset in their new locations in concrete. Galvanized fence materials and fittings will not be required to be painted unless otherwise indicated on the Plans or as directed by the Engineer. Post holes in ledge shall be constructed in accordance with Subsection 903.03.2; Installing Posts, of these Specifications.
904.04 Method of Measurement .
904.04.1 Remove and Reset Fence. "Remove and Reset Fence" will be measured in linear feet,
outside to outside of end posts of fence actually installed in accordance with the Plans and/or as directed by the Engineer. 9−11904.04.2 Post Holes in Ledge. “Post Holes in Ledge" will be m easured by the number of such holes actually installed in accordance with the Plans and/or as directed by the Engineer. Fence posts unsuitable for resetting through no fault of the Contractor shall be replaced with new posts and said new posts shall be measured for payment by the actual number of such posts furnished and installed. 904.05 BASIS OF PAYMENT .
904.05.1 Remove and Reset Fence. The accepted quantities of "Remove and Reset Fence" will
be paid for at the contract unit price per linear foot as listed in the Proposal. The price so-stated constitutes full and complete compensation for all labor, materials, equipment, backfill, pavement patch, and clearing, and all incidentals required to finish the work, complete and accepted by the Engineer. The accepted quantities of "Fence Posts Replaced" will be paid for at the contract unit price per each as listed in the Proposal. The price so-s tated constitutes full and complete compensation for all labor, materials, and equipment, and all incidentals required to finish the work, complete in place and accepted by the Engineer. 904.05.2 Post Holes in Ledge. The accepted quantities of "Post Holes in Ledge" will be paid for at the contract unit price per each as listed in the Proposal. The price so-s tated constitutes full and complete compensation for all labor, materials, equipment, including non-shrink grout or leadite backfill, and all incidentals required to finish the work, complete and accepted by the Engineer. SECTION 905 SIDEWALKS AND DRIVEWAYS
905.01 DESCRIPTION . This work consists of constructing sidewalks, wheel chair ramps, and
driveways on prepared gravel bases at the locations indicated on the Plans or as directed by the Engineer, all in accordance with these Specifications. Sidewalks and driveways may be constructed of either bituminous concrete or Portland cement concrete, as indicated on the Plans.
905.02 MATERIALS. 905.02.1 Portland Cement Concrete. Portland cement concrete for sidewalks, wheel chair ramps,
typical driveways and commercial dr iveways shall conform to the requirements as set forth in Subsections 601.01.1; Classification, and 601.03.1; Proportioning , of these Specifications. Concrete for sidewalk applications shall be modified by the addition of 10% to 20% ground granulated blast furnace slag (GGBFS) or fly as h as a replacement fo r Portland cement per Section 602 of these Specifications.