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~IINOR ILIZVISION' 95-I?8 - RI'sCLAMA'I'ION COST'S <br />• ~1. i\I~wl Lab 13uildin, $ PrcParalion Pacilil~ <br />(2) I ~' .~ 7(1' x 14' (trailers) = 29,4(IOcf Cry 17c/cf = $.].998.0[1 <br />Concrete: Cylindrical Footers - I' diameter, 4' long <br />(2) a (8/trailer) x 4' = 48 If x $4.16/If = $ 20Q0(I <br />Partial Pad, reinforced w/mesh, G thick <br />I ~' ~ 20' = 300ft'- ~ $2.59/ft2 <br />= 4' 867.00 <br />Sidewalk - 4" [hick <br />3' x 6(1' = IROft x $1.8~/R2 <br />_ $ 333.00 <br />Subtotal = $(,398.00 <br />L3. Truck Ramp <br />Earthen Ramp: 14' x 30' x 3' = 23.3BCY = 27LCY <br />Equipment Requirements <br />Ca[ US H, straight blade, no grade. 100-toot push, average operator. <br />good visibility, 50 min/hr <br />"time Required: 27LCY/159.4LCY/hr. = 0? hrs' <br />Equipment Hourly Cost <br />Cat US Dozer: 0? hrs. C $55/hr. _ $ I I.00 <br />• C. fnick Scale <br />Concrete: vault is reinforced w/mesh and rebar and averages 1' thick with dimensions of <br />89.5' x I I.5' x 4' <br />((2)x(4'x89S')+(2)x(4'x11.5')+(I)x(12'x90')) = 70CY <br />Concrete platform has dimensions of 70' x 10' x 0.5' = 13CY <br />Retain ntbbilized concrete of 83CY within excavation, thus no cost associated w/removal <br />Excavation: 90' x 12' x 5' = 200CY <br />Rubbilized concrete will provide 83CY; thus, 117CY is required for till. Material will he <br />derived from local earthen materials during final reclamation, which is previously covered by <br />bonding calculations. <br />D. MR 95-128 Bond Summary <br />Lab Builditlg & Coal Preparation Facility = $6,398A0 <br />Truck Ramp = $ I I.00 <br />'truck Scale = $ <br />Subtotal = $6,409.00 <br />Admin Costs (17%) _ $ 1090.00 <br />Total = $7,499.00 <br /> <br />MR 97-1~4 61 10/2/97 <br />