Laserfiche WebLink
.T ...., <br />-z- <br />7. A partial'fiiackfill of the Pit 4 haul road may be necessary. <br />177,000 yd3 at 91dlyd3 = $161,070.00 <br />8. Removal of metal shop building (assume 3,000 yd3) @ $7.89/yd3 <br />(Engelsman General Construction Cost Guide) results in a total of $23,600.00. <br />9. Reclamation of sediment ponds at pits 2 and 3 will probably entail some <br />haulage of overburden from Pit 4. Assume total volume of 450 yd3, and <br />average haul distance of 10 miles round trip. A Mack M25X truck with a 16 <br />yd3 struck capacity would require 28 trips. Assuming 1 hour travel time, <br />approximately 13 yd3 would be moved each hour (50 min hour). 35 hrs x <br />$73.00/hr. _ $2,555.00. <br />Two DSK Dozers and operators for 35 hours would total $7,210.00 <br />Revegetation of approximately 5 acres @ $618.00 per acre would total $3,090.00. <br />Total pond reclamation = $13,000.00 <br />Summary <br />Pit 4 Reclamation <br />Pit 6 Reclamation <br />Pits 1, 2, 3 and 5 Reclamation <br />Shop Removal <br />Sediment Pond 2 & 3 Reclamation <br />Haul Road Reclamation <br />Sub total <br />TOTAL (with 10X adm. cost) <br />/th <br />Doc. No. 0561 <br />$294,630.00 <br />$ 12,391.00 <br />$ 58,277.00 <br />$ 23,600.00 <br />$ 13,000.00 <br />$161,070.00 <br />$562,968.00 <br />$619,300.00 (rounded off) <br />~ T/~ (o~l~~~f ~ <br />fy1a: ~I <br />Qeol4cez;~ fk~~.~ •ee4~/ G~ ,blf~ <br />s'~b ~~ l = ~~s,33/ <br />cU ~aPs/ U0U Crokholt.~ / <br />