Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

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Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul

Transcript of Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Page 1: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Feasibility Study Cost Estimates

©2002 Dr. Bradley C Paul

Page 2: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Feasibility Study Processes are actually worked out and

planned– checked for technical flaws– checked for permit flaws

Format– Pre-feasibility may give you a lot of factored cost

estimates– Start Shifting big ones to itemized cost estimates– Itemized estimates become more detailed

Page 3: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Feasibility Study Overviews

Major Cost Items are Identified– Quotes are secured on major cost items– Minor items tend to be listed with general

comparison cost estimates attached. Important error avoid - missing and double

counting.

Page 4: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Pre-Feasibility/ Feasibility Contrast

Major Cost Items from Pre-Feasibility move either to Itemized Cost format or are expanded

Example - Our Mine Shaft could easily be a big cost– Advance rate likely to be 8 feet per day using 3 eight

hour shifts in solid– Only get 2 feet day through first 200 feet of

unconsolidated– Lets Detail the crew

Page 5: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Shafting Crew

Typical Sinking Crew would be 5 people– 4 laborers – 1 supervisor– doing rounds, support ect. (from SERPA)– wages $15.46/hr (1997 base from WMCS)– 4*24*$15.46 = $1,484/day– Time 100 days for first 200 ft

69 days more for next 550 ft through solid rock

– 169 days at $1,484/day = $250,823– I’ll deal with supervisor later

Page 6: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Support People

Engineering/Technical Crew– 1 person (some would use 2) (3 for 3 shifts) SERPA– $16.15/hr 1997 cost WMCS– $388/day * 169 days = $65,504

Mechanical Crew– 2 people (6 for 3 shifts) SERPA– $20.98/hr 1997 cost WMCS– $1007/day*169 days = $170,190

Page 7: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Surface Crews

Surface and Yard Workers 2 Rate $11.89/hr

– 2*$11.89*24*169 = $96,452 Sinking Hoist Operator

– $16.50/hr*24*169 = $66,924

Page 8: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Supervisory Crews

1 supervisor/shift $23.94/hr– $23.94*24*169 = $97,101

Total Labor Cost– $746,994 say $747,000

Indexing Labor– $747,000* 17.89/16.15 = $827,500

Page 9: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

The Burden of Burden

Workers get fringe benefits– health, vacation time etc.– government mandated programs

social security / medicare / unemployment / workers compensation

Often Expressed as a percentage of wage– Quarries around 30%– Metals commonly around 40%– Some coal may be 60%– WMCS estimates 36% for Shaft Sinking

Page 10: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Dropping the Burden on the Project

$827,500 * 1.36 = $1,125,000 Explosives Cost

– Rounds at 4 lbs/ton– Need to know concrete thickness

have about 15 inch thick (some squeeze for horizontal stress)

for 20 ft finished diameter - need 22.5 feet– with some over-excavation 23 feet

– Rock density about 170 lb/ft^3 35.3 tons per foot of Advance

Page 11: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Having a Blast

35.3 tons/ft * 4 lbs/ton = 141 lbs of explosive per foot of advance– 106,000 lbs @ $1.54/lb = $163,000

At about 1 round shot/day– 110 caps/day * 169 days = 18,590 caps– @$1.81 each = $33,650

Chord and Supplies about 50% of caps (no boosters here)– $16,824

Page 12: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Breaking Cost

$213,500 for explosives Drilling Consumables at about 25% of

explosives– $53,400

Breaking Cost (less labor counted elsewhere)– $267,000

Index to end 2002– $267,000 * 149.7/149.1 = $268,000

Page 13: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Non-Labor Mucking Costs

At $2.50/ton (include disposal)– 35.3 tons/ft * $2.5 = $88.30/ft– for 750 ft $66,216 (current cost)

Concrete Cost– 23 ft outside diam - 20 ft inside– 3.75 cubic yard per foot of advance– Concrete at $80/cubic yard delivered to site– $225,000 for concrete

Page 14: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Other Supplies

Steel cost at about 1.5 times concrete– $337,500– includes materials to advance utilities down shaft and

put in guides for skips Concrete and Steel

– $562,500 10% for misc supplies

– $56,250 total Supplies Subtotal $618,750

Page 15: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Direct Cost of Shaft

Labor $1,125,400 + Breaking $268,000 + Mucking $66,200 + Supplies $618,750

$2,078,350 10% contingency $2,286,200 15% contractor mark-up and mobilization

– $2,629,000 Note that we did consider some site specific problems with

large amounts unconsolidated Overburden and ground stresses

Page 16: Feasibility Study Cost Estimates ©2002 Dr. Bradley C Paul.

Pre-Feasibility / Feasibility Contrast At Order of Magnitude just scaled off of someone elses

approximate cost Pre-Feasibility was either a factored cost estimate or a

simple itemized cost estimate (ie cost per foot of shaft) At Feasibility stage it became a much more carefully

itemized exercise– we were still flakey on cost of service lines pipes

As move to Budget Authorization likely bring in contractors to bid specifically on the job