TOTAL COST IT FLORA (Continued ) “TOA courk QUAN. UNIT DESCRIPTION OF PROPERTY UNITS STATION NOS. 331.01 THRU 331.07 Welded steel towers 4'-0" x 4-0" x 26'-2-5/8" over-all height with 1/2" steel plate mounting platform at 18'-8-5/8" and various other levels: steel access ladder; four legs anchored to reinforced con- crete pad 9'-0" x 9'-0" x 1'=3": stations are completely enclosed in wood frame shelters covered with 1/2" exterior grade plywood; anchored to four concrete deadmen by cables. All stations contain a 6'=-0" x 3°=2" opening and shutter at the 18'-8-5/8" level; Station Nos. 331.01 and 331.05 have a 3'-2" x 3'-2" opening and shutter at the 18'.8.5/8" level; Stations Nos. 331.02 and 332.04 have a 3'-2" x 3'=-2" opening and shutter at the 12'-7-1/4" levels and Stations Nos. 331.03 and 331.07 have a 3'-2" x 3'-2" opening and shutter at the 6'-1-9/16" level. (No installed equipment. ) Construction Contract Cost Engineering Cost Each 40,929.58 1,834.61 42,764.19 STATION NOS. 331.08 and 331.09 E.C.O. 3704 authorizes the construction of two steel towers each #'-\" x hth" x» 21'-10-5/8" high on 9'-0" x 9'-0" x 4'-0" thick reinforced concrete footings. Each tower has two 1/2" steel plate platforms with guard chains around the upper level; steel access ladders, Each tower enclosed within a shelter of 1/2" plywood on timber frame anchored by shutter at the 18'-8-5/8" level, and a 3'-2" x 3°-2" opening and shut- ter at the 10'-3-1/2" level. (No installed equipment. ) Construction Contract Cost Engineering Cost 9,825.40 37.82 Each 9 , 863.22 XIGNUddV cables to four 4'-0" x k'-0" x 3'-0" concrete deadmen. Both stations have 3'-2" x 3'-2" opening and shutter and a 6'-0" x 3'-2" opening and