|
TABLE L -1
<br />RIO GRANDE PORTLAND CEMENT
<br />RECLAMATION COST ESTIMATE
<br />DESCRIPTION MATERIAL DIMENSIONS (Ft) QUANTITY UNIT EIUNIT COST ($)
<br />Gypsum receiving hopper and Conveyors Superstructure
<br />Gypsam receiving hopper underground vault Concrete
<br />3,000 S.T. Gypsum storage and Conveyor Superstructure
<br />3,000 S.T. Gypsum storage and conveyor
<br />undergrountl vault Concrete
<br />Clinker and Gypsum bucket elevator Superstructure
<br />Clinker and Gypsum bucket elevator Floor Concrete
<br />Finish milt teetl bins and cement grintling Superstructure
<br />Finish mill Peed bins and cement grintling Roor
<br />Air slide conveyor
<br />i X 10,000 S.T. cement storage and cement
<br />bucket elevator
<br />1 X 70,000 S T. cement storage and cement
<br />bucket elevator Floor
<br />Truck and rail loadout
<br />Truck antl 2il loadout (loot
<br />Raw recycle hin
<br />Raw recycle bin floor
<br />LS feed transfer point & Gammame[ric
<br />LS teed transfer point & G concrete floor
<br />Offica Construction
<br />Office Floor
<br />Concrete Disposal .
<br />Superstructure Disposal
<br />Demolish and RemoveASphalt
<br />Revegetation
<br />Concrete
<br />Superstructure
<br />Superstructure
<br />Concrete
<br />Superstructure
<br />Concrete
<br />Superstructure
<br />Concrete
<br />Superstructure
<br />Concrete
<br />Superstructure
<br />Connote
<br />Concrete
<br />Soperstructure
<br />Asphalt
<br />Grading
<br />Spread Topsail
<br />Fertilize,Seed, Mulch
<br />(6.6'75.5' 1)+(((7.4'36.9)/2)'32.8)+(29.5'13.1' i)+(243'6 6'3.3)
<br />(40`29.5' 15}(23.6'23.6`11.5)+((95'6.6.3.3)-(95'5.6'2.3))
<br />((PIQ'(6 8^2))'19.7)+((1/3)`(PIQ'(34^2))'35.3)+(181'8,6'3.3)+(1'14.75.3)
<br />(((1/3)'(PI(p(28^2))'23)-((113)'(PI(p(25"2))`23)+(14 7`16.4'5.3))+((123.711.5'8.3)+(1
<br />(((32`42'128)`2))+(((1/3)'2,5'(32`42))'2)+(22'108'295)a((1l3y(22'29.5)'2.5)
<br />((32'42'1)`2)*((2.5'S'S)'4)
<br />(82'8798)+(24.6'57108.3)+((1/3)'(81`57)'7.4)+((1131 (257)'7.4)+(24.6'24.6'49.2)-
<br />(106.6'571)*((2.5'S`5)'12)+(24:6'24.6' 1)
<br />(111'12.3'13.5) '
<br />(PIQ'(27^2)'211.6)
<br />((PIQ'27"2)'i )
<br />(373761.5)+(((1/3)'(37"37)'(7.4)}12)
<br />(37371)
<br />49'39'98
<br />0.67'49'39
<br />32.8'49'24.6
<br />0.6732.8'24.6
<br />(((105'157.5)-(32 8'157 5))'26)+(((PI(}'92)'29.5)'0.6)
<br />((105"157 5)-(32.8' 157.5))+((PIQ'92)'0.6)
<br />Total of all concrete nibble
<br />One-fourth of all superstructure
<br />594' x 158'
<br />1500' x 1500' x 12"
<br />7500' x 1500' x 12"
<br />1500'x 1500'
<br />10,655 CF
<br />12,140 CF
<br />49,013 CF
<br />15,599 CF
<br />416,937 CF
<br />2,938 CF
<br />655,373 CF
<br />7,431 CF
<br />18,432 CF
<br />484,611 CF
<br />2.290 CF
<br />85,882 CF
<br />1,369 CF
<br />187,278 GF
<br />1,280 CF
<br />39,537 CF
<br />541 CF
<br />300.775 CF
<br />11,545 CF
<br />169,47084 CF -
<br />2.687,948.50 CF
<br />93,852.00 SF
<br />83,333 CY
<br />83,333 LCY
<br />51.7 ACRE '
<br />Subtotal
<br />fns, ed, Profit
<br />Eng. & Atlmin
<br />PLANT SUBTOTAL
<br />$0.12 $1,279
<br />$2.25 $27,316
<br />$0.12 $5,882
<br />$2.25 $35,098
<br />$0.72 $50,032
<br />$2.25 $6,671
<br />$O.t2 $78.645
<br />$2.25 $16,721
<br />$0.72 $2,212
<br />$0,12 $58,153
<br />$2.25 $5,153
<br />$O.t2 ~ $10,308
<br />$2.25 $3.080
<br />$0.12 $22,473
<br />$2.25 $2,887
<br />$0.12 $4,744
<br />$2.25 $1,216
<br />$0.12 ~ $36,093
<br />$2.25 $25,976
<br />$0.33 $55,925
<br />$0.37 $994,541
<br />$0.51 $47,865
<br />$0.26 $21,667
<br />$0.19 $15,633
<br />$945.00- $46,857
<br /> $2.924,930
<br />0.125 $365,616
<br />0.05 $146,247
<br />$3,436,793
<br />
|