Laserfiche WebLink
<br /> <br />TABLE 3.02.2 <br />ESTIMATED RECLAMATION COSTS FOR THE NEW HORIZON MINES <br />1. Direct Cost <br />Backfilling 8 Rough Grading <br />Highwall Reduction <br />Waste Pile Cover Placement <br />Fill Compaction <br />Ripping <br />Road Reclamation <br />Finish Grading <br />Stream Channel Reconstruction <br />Final Pit Backfill 8 Grade <br />Rip Road Surfacing <br />Stream Channel Reconstruction <br />Drainage Control System InstalVRemove <br />Topsoil/Subsoil Replacement <br />Portal/Shaft Sealing <br />Spoil Sampling <br />Rill 8 Gully Repair <br />Construct, Main. 8 Operate Flood irr. <br />Monitoring Well Sealing <br />Seal Monitoring Wells <br />Rill 8 Gully Repair <br />Miscellaneous Reclamation <br />Weed Control <br />Demolition <br />Seeding <br />Fencing <br />MOB/DEMOB <br />PHN/ELEC <br />Total Direct Reclamation Cost <br />Contractor's Overhead 8 Profit <br />Public Liability Insurance <br />Contractor's performance Bond <br />Contractors Profit <br />Job Superintendent <br />DMG Project Admin Expense <br />Project Engineering Fee <br />Staff Admin. Expense <br />Total Indirect Reclamation Cost <br />New New Total <br />Hodzon Hodzan <br />One' Two' <br />N/A $1,062,254 $1,062,254 <br />N/A 7,551 7.551 <br />NIA WA <br />N/A NIA <br />$2,948 21,167 24,115 <br />WA 213,445 213,445 <br />N/A 5,932 5,932 <br />N/A 1,218 1,218 <br />WA N/A N/A <br />WA N/A N/A <br />NIA N/A WA <br />16,665 7,376 24,041 <br />NIA 145,461 145,461 <br />N/A 2,000 2,000 <br />N/A 10,000 10,000 <br />N/A 12,000 12,000 <br />3,999 4,097 8,096 <br />10,000 N/A 10,000 <br />2,000 N/A 2,000 <br />N/A 127,009 127,009 <br />83,160 40,884 124,044 <br />6,217 26,048 32,265 <br />0 102,900 102,900 <br />$124,989' $1,789,344 $1,914,333 <br />1,937 27,735 29,672 <br />1,219 27,735 28,954 <br />12,499 176,934 191433 <br />5,545 18,715 24,260 <br />11,695 110,497 122,192 <br />8,494 83,945 92,439 <br />$41,389 $477,561 $518,950 <br />Total <br />$166,378' $2,236,9052 $2,403,283 <br />• (REVISED JAN-26-01) 3.02.2-2 <br />