QUAN. UNIT TOTAL COST II ALICE (Continued) “TOA DESCRIPTION OF PROPERTY UNITS STATTON NO. 300 (Continued) installation of a steel door in place of the door which was originally designated. Construction Contract Cost Engineering Cost 203,951.56 210,734.46 6,782.90 ELMER STATION NO. 301 A 125' steel tower (combination of two existing 75’ towers) horizontally and vertically cross-braced, shop welded and field bolted; a 1h'-3" x 1ht-3" x 8'-0" O.D. cab with 3/16" checkered floor plate and aluminum sides and roof is mounted above the 125' level; four vertical legs anchored to reinforced concrete footings; steel stairway inside of frame; dumb-waiter on outside of frame equipped with operating unit on concrete pad; eight guye of 1-1/4" galvanized bridge strand from 112'-6" level to reinforced concrete anchore; includes 24'-0" x 9'=6" x 9'-0" high frame generator shed on 6" concrete pad with corrugated aluminum sides and roof; complete with electrical wiring and fixtures including search lights, flood lights, obstruction lights and power to Users equipment. Rach floor at elevation 87.5 feet, similar to the floor at elevation 112.5 feet: includes all necessary electrical fixtures and circuits. E.C.0. 3716 authorizes the inverting and welding of bolts at side "C" Ltt-2 at the 125 foot level of Station No. 301 to facilitate the removal and replacement of the hand rail. XIGNadddV E.C.0. 3702 (paragraphs 1 and 3) authorizes the construction of a