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'I~It 71-t2 I{ONI) INCRI?Atila - amlinucd <br />• Cltal Sl~~i nce I'ad .L Cnlvcn Rcntoval <br />C'i~al Slnra_c I'ad <br />r\. I(crtdc Pad and ramp: 8 bows X $170.30,'hr <br />B. Reapply Topsoil: 38700 CY <br />6(10 CY/hr: 648 hrs X $120/hr <br />i Seed: 12 acres X $200/ac <br /> <br />• <br />Culver Rcuutval <br />~ general Lobor. 8 hours X $ I S/hr <br />Stacker 13e1t <br />~ill~ I~I~ 3G~' conveyor, partial cover <br />,~(1' X G' X 8' = 16,800 Cf <br />Ihivc Buildin <br />~0~ X 20' X 27' = 1(1,800 CF <br />I:Itst t~l Remove Materials <br />L1122 Cl'_ 3525 CY/hr <br />I ~.7 hrs X $262/hr <br />Total Bond Adiusnnen[ for Revision 91-12 <br />Subtotal <br />10%Admin Fee <br />l"otai <br />Say <br />10% Admin Fee <br />Tota I <br />Surface 1=acili[ies = <br />Car Top Sampling Tower/Parking Area = <br />Railroad "I rack Extension = <br />Cual Srorage Pad = <br />Stacker Belt = <br />Total = <br />13ondlncrease: Revision9l_12 = <br />Credit = <br />East Portals <br />t~'lall'I'la is <br />I. 8" x 8" x IG'solid block <br />"'. mortar mix <br />Requirements <br />I . entry 20' x 10' (add 4' onto entry width and 2' onro height for hitching) <br />M R 97- I ~4 24(c) <br />$~ 1,362.110 <br />(i4.J hrs <br />$ 7,740.00 <br />$ 2,4011.00 <br />$ 120.00 <br />$ I I ,662.00 <br />$ 1.162.0(1 <br />$ I Z, 784.00 <br />$12,800.0(1 <br />622 CY <br />4110 CY <br />$ 3,171.00 <br />$ 3 i 7.00 <br />$ 3,488.(10 <br />$329, 182.00 <br />$ 850.00 <br />$ 7,800.00 <br />$ 12,800.00 <br />$ 3.488.00 <br />$3 54,120.00 <br />$354,120.00 <br />$178.656.0() <br />$175,464.00 <br />10/2197 <br />