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sheet S of 7
<br />STBUCTUflAL DBHOLITION YOBB cont'd
<br /> ; ; ; ; NBANS BASB; TOTAL
<br />• STHUCTUflS / FACILITY / BQUIPNBNT D89CBIPTION ; DINSNS IONS ; C08POSITION ; QUANTITY ; UNIT ; UNIT COST ; COST (SI
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<br />GUAHD 8AIL3 cont'd: ; ; ; ; ;
<br />Substa.Ac,Bd.- Sta. 00+00 to 01+83 ; 1 Y 2.2' H. t 183'L. ; Steel /Mood ; 183 ; lin.ft.; f4,28 ; 5803
<br />Substation fill slope perimeter ; 1 Y 2.2' H. t 205'L. ; Steel/Mood ; 205 ; lin.ft,; 54.28 ; f899
<br />Parking lot fill slope perimeter ; 1 Y 2,2' H. t 930'L. 9tee1/Mood ; 430 ; lin.ft.; 34.28 ; 31,88fi
<br />Loadout ramp fill slope ; 1 8 2.2' H. s 400'L. ; Steel/Mood ; 400 ; lin,ft.; $4.28 ; 51,755
<br />9THBL HIN BBTAINING PALLS: '
<br />8ailroad - Sta.3+00->75+00, Sta.2S+SO->30+50: ; ; ; ; ; ;
<br />Seg. #1 Y Design C (ea.bin 10'Y,i 9.9'D.( ; 22'H. t 215' L. ; Caly, Steel ; 215 ; lin.ft.; $106.80 ; 823,836
<br />Seg,42 Y Design 8/C (ea.bin 10'Y.t 9.9'D,(; 18'8. t 230' L. ; Calv. Steel ; 230 ; lin,ft.; $93.42 ; f22,024
<br />Seg,#3 8 Design C (ea.bin 10'Y.t 9.9'D.( 22'8, i 35' L. ; Calv. 9tee1 ; 35 ; lin.ft.; 5106,80 ; !3,831
<br />Seg.#4 8 Design B (ea.bin 10'Y.z 14.3'D.(; 28'H. t 105' L. Caly. Steel 105 ; lin.ft.; 3189.88 ; 517,207
<br />Seg,#5 Y Design D (ea.bin 10'Y.t 12.1'D.( ; 28'H, t 75' L. ; Calv. Steel ; 15 ; lin,ft.; !146.90 ; SIl,t93
<br />Seg.#6 B Design C (ea.bin 10'Y.t 9,9'D.(; 22'H. t 120' L. ; Caly. 9tee1 ; 120 lin.ft.; 5106.80 ; f13,136
<br />Seg.#7 Y Design B/C (ea.bin 10'Y.s 9.9'D.( ; 18'8. t 180' L. ; Galv. Steel ; 180 ; lin.ft.; 593.42 ; S17,236
<br />Loadout Sediaent Pond;
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<br />Seg.#1 Y Design A (ea.bin 10'Y.t 5.5'D.(; 4'H. s 10' L. ; Caly. Steel ; 10 ; lin.ft.; 515.44 ; 5158
<br />Seg.#2 8 Desiga A (ea.bin 10'Y.i S.S'D,(; 8'N. t 100' L. ; Caly. Steel ; 100 ; lin.ft.; 532,64 53,346
<br />Substation Pad A Access Boad:
<br />cut sl. Y Design B (ea.bin ]0'M.s T.1'D.(; 14'H, t 190' L.(6'H(ttt ; Calv. Steel ; 190 ; lin.ft.; 528.86 ; SS,620
<br />fill sl. Y Design B (ea.bin 10'Y.i 7.7'D.; ; 14'H, s 200' L. ; Calv. Steel ; 200 ; lin.ft.; 567,34 ; !13,805
<br />rd. fill Y Design B (ea.bin 10'N.t 7.T'D.(; 12'8, s 183' L. ; Caly. Steel ; 183 lin.ft.; f56.88 !10,669
<br />Pater Storage Tank Access flcad:
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<br />cut sl. 8 Design 8 (ea.bin 10'Y.t 1.T'D.) ; 12'H. t 210' L.(6'H(tst ; Calv. Steel ; 210 lin.ft.; 228.44 ; 56,122
<br />• Shop/Yarehouse Pad:
<br />fill sl. B Design B (ea.bin 10'Y.t 7.T'D.( 12'8, t 145' L. ; Galy, Steel ; 145 lin.ft.; $56,88 ; S8,4S4
<br />Portal Bench !Access Hoad:
<br />cut sl. B Design B (ea.bin 10'Y.s 7.7'D.( 24'8. t 635' L.(6'H)tst ; Caly. Steel ; 635 ; 1in.ft.; 533.12 ; $21,887
<br />fill si. 8 Design B (ea.hin 10'W.t 1.7'D.) ; 12'8. t 635' L.(7 est.(; Caly. Steel ; 635 ; lin.Pt.; 556.88 ; (31,022
<br />rd. cut 8 Design B (ea.bin 10'M.t 7,7'D,(; 12'H, i 654' L.(6'H~iti ; Caly. Steel ; 654 ; lin.ft.; !28,44 ; 519,065
<br />Original Access Hoad:
<br />rd. fill 8 Sta. OB+00 (Design A( ; 4'H. t 63' L. ; Caly, 9tee1 63 ; lin.ft.; $15,44 ; 5997
<br />rd. fill 8 Sta. 11+00 (Design A( 6'H. s 100' L. ; Caly. Steel ; 100 ; lin.ft.; 523.82 ; $2,442
<br />td, fill B Sta. 17+00 (Design A( ; 4'H. s 45' L. ; Calv. Steel ; 45 ; lin.ft.; S1S.44 ; 5712
<br />rd. fill Y Sta, 19+50 (Design A( 4'H. s 40' L. ; Galv. Steel ; 40 ; lin,ft.; 315.44 ; 5633
<br />rd. fill 8 Sta. 55+90 to 58+OD (Design 81 12'H. i 210' L. ; Galv. 9tee1 ; 210 ; lin.ft.; SS6.88 ; 512,243
<br />rd. cut 8 Sta. 54+50 to 58+00 (Design B~ 12'H. t 370' L.(6'H(sit Calv. 9tee! ; 370 ; lin.ft.; $28.44 ; 310,786
<br />rd. fill 8 Sta. 58+00 to 59+55 (Deeign B~ 12'8. i IS5' L. ; Calv. Steel ; 155 ; lin,ft.; !56.88 ; 49,037
<br />rd. cut fl Sta. 58+00 tm 64+40 (Design BI ~ 10'8. t 640' L,(6'Hltst Galy. 9tee1 ; 640 ; lin.ft.; 325.98 ; !17,043
<br />rd, fill Y Sta. 59+80 to 66+50 (Deeign 01 ; Avg. 8'B. t 675'L. ; Caly. Steel ; 678 ; lin.ft.; 543.00 ; 529,751
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<br />HI9CBLLANBOUS PIPING (6°diam. DIP rater line) ; ; ; ; ; ;
<br />rax rater intake gallery to punp station 6" diem. t 1 030'L. DIP ; 1,030 ; lin.ft.; 14.71 ; 54,973
<br />branch to xastewater treatment plant ; 6' dian. t 60'L. ; DIP ; 60 ; lin,ft.; 14.71 ; f290
<br />branch to future admin. building ; 6" dian. t 600'L, ; DIP ; 600 ; lin.ft,; 44.71 ; (2,897
<br />branch to breaker facility fire hydrant ; 6° diem. t 108'L. ; DIP ; 108 ; lin,ft.; Sd,71 ; 3521
<br />poop station to portal hench -potable water ; 6° dian. s 1 300'L. ; DIP 1,300 ; lin.ft,; 54.71 ; f6,276
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<br />pump station to portal bench -high pressure ; 6" diem, t 1 190'L, DIP ; 1,190 ; lin.ft.; 34.71 ; $5,745
<br />stt all cut slope steel bia retaining walls - renove upper 6 ft. portion only TASH SUBTOTAL - sheet 5 f343,169
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