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PR 9s-us I~:nn) urwA•rrliuvc FAC1Lrrv <br /> <br />C~ <br />J <br />A. Itorchulc Location <br />Uimcnsiuns <br />titnicwral Demolition <br />Concrete Pad - 10 ~ 30~ ~ 0.~' <br />Building - 10' ~ 10' ~ Ill' <br />Fencing - 4 (20') <br />Rcclautation : Earthwork <br />Mud Pits-2(10' x I(1' ~ 50') = 370 BCY <br />Drill Pad - 200' .360' <br />Associated Cut Rr Fill <br />Topsoil - 1.65 ac x 2' ~ 43,560'/ 27 z 1.16 <br />Road -New - 8(10' ~ I S <br />'topsoil - 0.28 ac ~ 2' s 43,560/27 z 1.16 <br />Shaft Abandonment <br />.Shaft -((0.73')2 n) .~ 1,347' <br />I:cclanutrion Costs <br />Suucniral Demolition <br />Concrete - 300 sf ~ $3.15,~sf <br />Metal - 1,000 cf ~ I8</cf <br />f=encing - 801f x 72c/lf <br />Subtotal <br />300 sf <br />1,000 cf <br />80 I f <br />430 LCY <br />1.65 ac <br />0.48 ac <br />6,176 LCY <br />Qti9 ac <br />1.048 LCY <br />_ ~,~55 cf <br />_ $ 945.00 <br />_ $ 180.00 <br />_ $ 58.00 <br />_ $ 1,183.00 <br /> <br />Earthwork: Utilize a DSH dozer @ $62.60/hr <br />Ripping @ $65.88/hr <br />Mud Pits - 429.6 LCY/251.89 LCY/hr = 1.71 hrs a $62.6/hr = <br />Drill Pad <br />Ripping - 1.65 ac @ 2' deep = 5,324 BCY/1,164.3 BCY/hr <br />= 4.57 hrs @ 65.88/Itr = <br />Final Grading - 10,648 LCY/92.89 LCY/hr = 114.62 hrs @ $62.60/hr = <br />'topsoil Replacement - 1.93 ac @ 2' deep = <br />7,223.9 LCY/57.16 LCY/Itr = 126.37 Itrs @ $62.60/Itr = <br />$ 106.77 <br />$ 301.24 <br />$ 7,175.21 <br />$ 7,910.70 <br />Road <br />Ripping - 1.62 ac @ 2' deep = 5,227 BCY/1?38.76 BCY/Itr <br />= 4.22 Itrs @ $65.88/hr = $ 277.99 <br />Final Grading - 4,700' x 1 ~' @ 2' = 6,057.8 LCY/228.99 LCY/hr <br />= 26.45 hrs @ $62.60/hr = $ 1,655.95 <br />Topsoil Replacement - 4,.700' ~ I S' @ 2' deep <br />= 6,527.8 LCY/180.73 LCY/hr = 36.12 hrs @ $62.60/hr = $ 2261.00 <br />Subtotal = $ 19,688.86 <br />• <br />M R 97- 154 66 10/2/97 <br />