Laserfiche WebLink
9THUCTUBAL DNNOLITION MO&N cont'd <br />.......................... <br />sheet 2 of 2 <br /> ; ; NNANS BASE; TOTAL <br />• 9TNUCTUNB / PAC[LIT- / BQUIPN9NT DBSC8IPTION DINNNSIONS ; COMP09ITION ; AUANTITY ; UNIT ; UNIT COST ; COST (fI <br /> <br />Trutt Duap - superstructure 24'L x 18'Y z l4'H ; steel 6,048 cult fD.17 ; (1,049 <br />- footing (16'0 r 2'Y) IB' + IB' + 24' + 24' ;concrete 84 lint (14.19 !1,216 <br />Ttuct Duap Tuaoel - superstructure (CNP) ; 100'L x 8'H oultiplate ; 100 ; linft ; !77.30 ; f7,885 <br />- floor (6" w/rods) 100'L x T'w concrete ; 700 ; sgft fJ.DI ; !2,149 <br />Truck Duap 8acapewaq - i6" CNP ; 40'L ; CXP 40 ; linft ; !21.11 1861 <br />Neclaio Tunnel - superstructure (CNP) 60'L z 8'Y r 8'H ; oultiplate 60 ; linft !71.30 (4,131 <br />- floor 16' wlrodsl 60'L : 5'M coocrete 300 ; egft ;3.01 1921 <br />Beclaia 8acapevay - 36' CNP 180'L CNP 180 ; linft ; (21.11 f3,876 <br />Conveyors ; ; <br />Truck duap to priasrp- superstructure (J6'~ 180'L x 4'Y r 3'N ; steel 180 ; linft f1S.00 ; f2,7S4 <br />Prisary to secondary - euperstructure (36') 80'L z 4'Y x 3'H steel 80 linft ; (15.00 (1,224 <br />Ptiaary to transfer - superstructure (24') 100'L r 3'Y x 3'H ; steel 100 linft fIS.00 ; f1,S30 <br />Crusher to secondary - superstructure (24') ; 80'L r 3'Y x 3'H ; steel ; 80 ; linft !15.00 !1,224 <br />9ecosdary to transfer- superstructure (24') ; 46'L x 3'Y z 3'N steel 46 ; liaft ; f15.D0 ; 5704 <br />Neclai^ - superstructure (36'1 ; 60'N : 4'Y x 3'S steel 60 ; linft !15.00 1918 <br />fleclaia to transfer - superstructure (36') ; 100'L x 4'Y x 3'H ; steel 100 ; linft (15,00 ; (1,530 <br />- footing (2'D z 1'N) ; 2'+2'+2'+2'+2'+2'+2' ;concrete 14 linft ; 18,27 ; f118 <br />Transfer tc loadout - superstructure (36"I ; 100'L r 6'Y : 6'N steel 100 ; lisft ; !15.00 !1,530 <br />Culver near substation ( CNP i2) 12' die x 2S'L CNP 25 lioft 15.56 1142 <br />Culvert under haul road B coal pad (CNP i3~ ; 18" dia z J6'L CMP 36 ; linft 56.96 ; 1256 <br />Culver near truck scale (CNP 141 ; Ifl' dia x 60'L ; CMP ; 60 linft 16,96 ; 1426 <br />Principle spillway a sed iaent pond 12° dia x 8D'L CNP BO lioft ; f5,S6 1454 <br />Hailraad siding tract - track and rails I6S0'L steel 1,650 liott (10.09 (16,981 <br /> <br />• - ballast ; 1650'L : 12'Y x i.S'H ;gravel 1,100 ; cuyd ; 12.22 !2,491 <br />Truck Scale - superstructure ; 65'L r 12'Y s 1'H steel 780 cuff ; fD.17 !135 <br />fllevated fuel rants (3) -superstructure 6'L x 4'M x 10'N seta! 720 ; cult 10.17 ; f12S <br />Fuel tank (4D00 gal) (2) - superstructure ; sate] ; 53S ; tuft lD.17 ; !9J <br />Meter tank (4000 gall - superstructure ; seta! 53S ; tuft 10.17 f9J <br />Fence around substations 32' + J2' + 50' + 50' ;chain-lint 164 lioft 11.50 1251 <br />8etainiog wall - wall (12' thick) 272'L x 7,5'N coocrete 2,040 sgft ; !10,00 ; !20,808 <br /> - footing (1'D x 2'Y ; 4' + 4' + 6D' + 60' concrete 128 lisft ; 18,27 ; 11,080 <br />Concrete 8uap (6° v/rods ) ; 36.5'L x 36.5'Y coocrete 1,332 ; sgft 13,01 f4, 090 <br />Powetline (3 poles! 660'L wire wood fi60 linft ;1.72 ; fI,ISB <br />Coal Loadout Bin 10'L z 6'Y s 12'8 steel <br />, 720 ; tuft ; 10,17 ; <br />, f125 <br /> <br />Beaove 5 harrels of ail <br />S-SS gal dross ; <br />; NIA <br />; ~ <br />S ; , <br />dross ; <br />1100.00 <br />1510 <br />Beaove aiscellaneous scr ap petal estioate steel J,20G ; tuft 10.11 ; f5S5 <br />Concrete disposal (assua e 1.5 swell! ; dispose on site concrete J54 cuyd 15.06 ; l1, 827 <br />fleacve road paveoent ; 300'L : 24'Y ; Xacadac 800 sgyd ; fJ.95 53,22) <br />Boad paveaeat disposal ( assuae 1.5 swell) ; <br /> <br />; <br /> <br />, dispose oo site ; Nacadaa <br />; <br /> <br />; 200 ; <br /> <br />; cuyd <br /> <br />~ <br />, fS.06 ; <br /> <br />; <br /> <br />; (1,032 <br />, <br />, , <br />TASB SUBTOTAL - sheet 2 f9V,073 <br />TOTAL COST - sheets 1 and 2 : f11S,276 <br />