QUAN. UNIT TOTAL COST II FLORA (Continued ) “TOA DESCRIPTION OF PROPERTY UNITS STATION NO. 5 (Continued) (The previous list does not contain any user-furnished or user-in- stalled equipment. ) Construction Contract Cost Engineering Cost 41,063.35 43,819.68 2756.33 STATION NO. 6 A free standing steel tower 375'-0" high; shop welded and field bolted: horizontally and vertically braced; four legs, each anchored to a reinforced concrete foundation 17'-0" x 17'-0" x 7'-6" thick; horizontal section at base measures 33°-9" x 33°-9" tapering to 5'-6" x 6°-6" at the 325'-0" level and continuing that dimension to the top; 3/16" checkered floor plate equipment platforms occur at the 325 foot and 375 foot levels; a steel ladder with safety cages is provided for full height of tower with landings approximately 20'-0" apart; complete with lightning rod and grounding grid; electric cable for beacon and obstruction lights and electric power wiring. (No installed equipment. ) Construction Contract Cost Engineering Cost 99,260.20 3,826.79 Each 103, 086.99 An ali aluminum tower 9°-0" x 6'-0" x 14'-0" high with 3/16" tread plate platform decks at 8'-0" and 14'-0" levels; 6" I beam columns anchored to floor slab of Station 1. A 12" built-up beam extends from Eor-L a pipe column above upper platform and connects to a structural column XIGNGddV STATION No. 7