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Capital Cost Estimation

      Chapter 5
Types of Capital Cost
Estimate
   1. Order of Magnitude Estimate (Feasibility)
   2. Study Estimate / Major Equipment
   3. Preliminary Design (Scope) Estimate
   4. Definitive (Project Control) Estimate
   5. Detailed (Firm or Contractors) Estimate
Capital Cost Estimate Classifications
 Estimate Type       Accuracey              Data            Diagrams       Notes

Order of            + 25%, - 15% Existing plants            BFD        Capacity +
Magnitude                                                              inflation
Study (Major        + 30%, - 20% Roughly sized major        PFD        Generalized
equipment,                       equipment                             charts cost
Factored)
Preliminary         + 25%, - 15% major equip. + piping      PFD        Group
Design (scope)                   + instr. + Elec. + util.              project
Definitive          + 15%, - 7%    Prelim spcs for all      PFD +
                                   equipment                P&ID
Detailed (firm or   + 6%, - 4%     Complete engineering
contractor
Capital Cost Estimate Classifications
Example 5.1
The estimated capital cost from a chemical plant using the study estimate method
(Class 4) was calculated to be $2 million. If the plant were to be built, over what range
would you expect the actual capital estimate to vary?

For a Class 4 estimate, from Table 5.2, the expected accuracy range is between 3 and
12 times that of a Class 1 estimate. A Class 1 estimate can be expected to vary from
+6% to -4%. We can evaluate the narrowest and broadest expected capital cost
ranges as:
Lowest Expected Cost Range
High value for actual plant cost ($2.0 x 106)[1 + (0.06)(3)] = $2.36 X 106
Low value for actual plant cost ($2.0 x 106)[1 - (0.04)(3)] = $1.76 x 106

Highest Expected Cost Range
High value for actual plant cost ($2.0 x 106)[1 + (0.06 )(12)] = $3.44 x 106
Low value for actual plant cost ($2.0 x 106)[1 - (0.04 )(12)] = $1.04 x 106

The actual expected range would depend on the level of project definition and effort. If
the effort and definition are at the high end, then the expected cost range would be
between $1.76 and $2.36 million. If the effort and definition are at the low end, then
the expected cost range would be between $1.04 and $3.44 million.
Example 5.2
Compare the costs for performing an order-of-magnitude estimate and a detailed
estimate for a plant that cost $5.0 x 106 to build.

Solution :
For the order-of-magnitude estimate, the cost of the estimate is in the range of
0.015% to 0.3% of the final cost of the plant:

Highest Expected Value: ($5.0 x 106)(0.003) = $15,000
Lowest Expected Value: ($5.0 x 106)(0.00015) = $750
For the detailed estimate, the cost of the estimate is in the range of 10 to 100
times that of the order-of-magnitude estimate

For the lowest expected cost range

Highest Expected Value: ($5.0 x 106 )(0.03) = $150,000
Lowest Expected Value: ($5.0 x 106)(0.0015) = $7500

For the highest expected cost range:
Highest Expected Value: ($5.0 x 106)(0.3) = $1,500,000
Lowest Expected Value: ($5.0 x 106)(0.015) = $75,000
Estimating Purchased Equipment Costs
   Vendor quote
       Most accurate

         - based on specific information

         - requires significant engineering

   Use previous cost on similar equipment and scale for
    time and size
       Reasonably accurate

         - beware of large extrapolation

         - beware of foreign currency

   Use cost estimating charts and scale for time
       Less accurate

       Convenient
Effect of Size (Capacity)
                        n
 Ca   Aa 
    =                                         (5.1)
 Cb   Ab                      Cost Exponent

 Cost        Equipment Cost
             Attribute - Size


Ca = KAa      n
                                                (5.2)

              Cb
where   K=
             Ab n
Effect of Capacity on Purchased Equipment Cost
             Ca = K Aan
             where
             K = Cb Abn
Effect of Size (Capacity) cont.
 n = 0.4 – 0.8 Typically
 Often n ~ 0.6 and we refer to Eq.(5.1) as the
  (6/10)’s Rule
 Assume all equipment have n = 0.6 in a
  process unit and scale-up using this method
  for whole processes
    Order-of-Magnitude estimate
Effect of Capacity on Purchased Equipment Cost
Economy of Scale

Example 5.3 :
Use the six-tenths-rule to estimate the % increase in purchased
cost when the capacity of a piece of equipment is doubled.
Using Equation 5.1 with n = 0.6:

Ca./Cb = (2/1)0.6 = 1.52
% increase = (1.52 -1.00)/1.00)(100) = 52%


The larger the equipment, the lower the cost of equipment per
unit of capacity.
Economy of Scale

Example 5.4
Compare the error for the scale-up of a heat exchanger by a
factor of 5 using the six-tenth- rule in place of the cost exponent
given in Table 5.3.

Using Equation 5.1:
   Cost ratio using six-tenth-rule (i.e. n = 0.60) = 5.00.6 = 2.63
   Cost ratio using (n =0.59) from Table 5.3 = 5.00.59 = 2.58
       % Error = (2.63 -2.58)/2.58)(100) = 1.9 %
Effect of Capacity on Purchased Equipment Cost


Rearranging equation 5.2
                           C = K An
                           C
                             = K An −1
                           A
Equation for Time Effect

        I2 
C2 = C1 
       I 
        1
 C = Cost
 I = Value of cost index
 1,2 = Represents points in time at which
  costs required or known and index values
  known
Effect of Time on Purchased Equipment Cost
Effect of Time on Purchased Equipment Cost




Example 5.6
The purchased cost of a heat exchanger of 500 m2 area in 1990 was $25,000.
a. Estimate the cost of the same heat exchanger in 2001 using the two indices
introduced above.
b. Compare the results.

From Table 5.4:                             1990     2001
Marshal and Swift Index                     915      1094
Chemical Engineering Plant Cost Index       358      397
a. Marshal and Swift: Cost = ($25,000)(1094/915) = $29,891
    Chemical Engineering: Cost = ($25,000)(397/358) = $27,723
b. Average Difference: ($29,891 -27,723)/($29,891 + 27,723)/2)(100) = 7.5%
Marshal & Swift and CEPCI
Table 5.5: The Basis for the Chemical Engineering Plant Cost Index

          Components of Index                Weighting of Component (%)

Equipment, Machinery and Supports:
                                                37
(a)   Fabricated Equipment
                                                14
(b)   Process Machinery
                                                20
(c)   Pipe, Valves, and Fittings
                                                 7
(d)   Process Instruments and Controls
                                                 7
(e)   Pumps and Compressors
                                                 5
(f)   Electrical Equipment and Materials
                                                10
•     Structural Supports, Insulation, and
                                               100    61   % of total
            Paint
Erection and Installation Labor                       22


Buildings, Materials, and Labor                        7


Engineering and Supervision                           10


  Total                                              100
Example 5.7
The capital cost of a 30,000 metric ton/year isopropanol plant in
1986 was estimated to be $7 million. Estimate the capital cost of a
new plant with a production rate of 50,000 metric tons/year in 2001.

Cost in 2001 = (Cost in 1986)(Capacity Correction) (Inflation
Correction)
            = ($7,000,000)(50,000/30,000)°.6(397/318)
            =($7,000,000)(1.359)(1.248) = $11,870,000
Factors affecting Capital Cost
•   Direct project expenses
•   Indirect project expenses
•   Contingency and fee
•   Auxiliary facilities
1. Direct project expenses
 Factor     Symbol                    Comments


Equipment Cp         Purchased cost of equipment at
f.o.b. cost          manufacturer's site


Materials   CM         Includes all piping, insulation and installation
                     fireproofing,    foundations     and    structural
                     supports, instrumentation and electrical, and
                     painting associated with the equipment
Labor       CL       Includes all labor associated with equipment
                     and material installing mentioned above
2. Indirect project expenses
  Factor       Symbol                   Comments


Freight,       CFIT     transportation costs for shipping equipment
insurance,              and materials to the plant site, all insurance
and taxes               on the items shipped, and any purchase
                        taxes that may be applicable
Construction   CO        Includes all fringe benefits such as vacation,
overhead                sick leave retirement benefits; etc.; labor
                        burden such as social security and
                        unemployment insurance, etc.; and salaries
                        and overhead for supervisory personnel
Contractor     CE       salaries and overhead for the engineering,
engineering             drafting, and project management personnel
expenses                on the project
3. Contingency and fee

  Factor      Symbol                   Comments


Contingency   CCont    A factor to cover unforeseen circumstances.
                       These may include loss of time due to storms
                       and strikes, small changes in the design, and
                       unpredicted price increases.
Contractor    CFee      fee varies depending on the type of plant and
fee                    a variety of other factors
4. Auxiliary facilities
  Factor        Symbol                    Comments
Site              CSite   land; grading and excavation of the site;
development               installation and hook-up of electrical, water,
                          and sewer systems; and construction of all
                          internal roads, walkways, and parking lots
Auxiliary         CAux    administration offices, maintenance shop and
buildings                 control rooms, warehouses, and service
                          buildings

Off-sites and     COff    raw material and final product storage &
utilities                 loading & unloading facilities; all equipment
                          necessary to supply required process utilities;
                          central environmental control facilities; and
                          fire protection systems
Capital Cost Modules
1. Total Module Cost (Lang Factor)
2. Bare Module Cost
Lang Factor
                           n
  CTM = FLang ∑ C pi
                          i =1


 Total Module Cost               Purchased Cost of Major Equipment
                                       From Preliminary PFD
                                 (Pumps, Compressors, vessels, etc.)
       Chemical Plant Type                     Lang Factor Flang
Fluid Processing Plant                                4.74

Solid-Fluid Processing Plant                          3.63


Solid Processing Plant                                3.10
Lang Factor
Example 5.8:

Determine the capital cost for a major expansion to a fluid processing
plant that has a total purchased equipment cost of $6,800,000.

Capital Costs = ($6,800,000)(4.74) = $32,232,000
Lang Factor
•  Advantage
1. Easy to apply.
• Drawbacks
1. Special MOC.
2. High operating pressure.
Module Factor Approach
•   Table 5.8
    • Direct, Indirect, Contingency and Fees are
      expressed as functions (multipliers) of purchased
      equipment cost(C p ) at base conditions (1 bar and
                        o

      CS)
    •   Each equipment type has different multipliers
    •   Details given in Appendix A
Module Factor Approach
          o
  CBM = C p FBM                         Bare Module Factor
                                       (sum of all multipliers)

Bare Module             Purchased Equipment Cost for CS
    Cost                 and 1 atm pressure - Appendix A
                                         o
                                        FBM = B1 + B2
      FBM = B1 + B2FpFM
     Fp = pressure factor (= 1 for 1 bar)
     FM = material of construction factor (=1 for CS)

     C p = C o Fp FM
             p
Bare Module Cost

F = ( 1 + α M )( 1 + α L + α FIT + α Lα O + α E )
  0
 BM
Example 5.9
The purchased cost for a carbon steel heat exchanger operating
at ambient pressure is $10,000. For a heat exchanger module
given the following cost information:
         Item             % of Purchased Equipment Cost
         Equipment                100.0
         Materials                71.4
         Labor                    63.0
         Freight                  8.0
         Overhead                 63.4
         Engineering              23.3
Using the information given above, determine the equivalent cost
multipliers given in Table 5.8 and the following:
                               0
a. Bare module cost factor, FBM
b. Bare module cost, CBM0
Item             % of Purchased Cost Multiplier Value of Multiplier
                 Equipment Cost
Equipment              100.0               1.0
Materials              71.4                αM         0.714
Labor                  63.0                αL         0.63/(1+0.714)=
                                                      0.368
Freight                 8.0               α FIT       0.08/(1+0.714)=
                                                      0.047
Overhead               63.4                           0.634/0.368/
                                           αO
                                                      (1+0.714)= 1.005
Engineering            23.3                αE         0.233/(1+0.714) =
                                                      0.136

a. Using Equation 5.8:
    0
 FBM = (1 + 0.368 + 0.047 + (1.005)(0.368) + 0.136)(1 + 0.714) = 3.291
b. From Equation 5.6:
   0
 CBM = (3.291)($10,000) = $32,910
Module Factor Approach
          o
  CBM = C p FBM                         Bare Module Factor
                                       (sum of all multipliers)

Bare Module             Purchased Equipment Cost for CS
    Cost                 and 1 atm pressure - Appendix A
                                         o
                                        FBM = B1 + B2
      FBM = B1 + B2FpFM
     Fp = pressure factor (= 1 for 1 bar)
     FM = material of construction factor (=1 for CS)

     C p = C o Fp FM
             p
Bare Module Cost Factor
    For Heat Exchangers, Process vessels, and pumps


          CBM = CP FBM = CP ( B1 + B2 FM FP )
                 0        0


          FBM = ( B1 + B2 )
            0



Material Factor, FM, for these equipment are obtained from Figure A.8
along with Table A.3.

Values of B1 and B2 are given in Table A.4
Bare Module Cost Factor
For Heat Exchangers, Process vessels, and pumps
Values of B1 and B2 are given in Table A.4
Module Factor Approach – Pressure Factors
Pressure Factor for vessels
  Pressure Factor, FP , for other equipment are given in table
  A.6 along with Figure A.9
                      ( P + 1) D
                                        + 0.0315
                2 [ 850 − 0.6( P + 1) ]
 FP ,vessel =                                      for tvessel > 0.0063m
                           0.0063
If FP is less than 1, then FP= 1.0

For P less than -0.5 barg, FP = 1.25
Pressure Factor for Other
              Equipment
 Pressure Factor, FP , for other equipment are given in table
 A.6 along with Figure A.9


   log10 FP = C1 +C2 log10 P + C3 [ log10 P ]
                                                2




Constants are given in Table A.2
Module Factor Approach – Material
Factors
Bare Module Cost Factor
For equipment not covered in table A.3
Material Factor

Material Factor, FM , for other equipment are given in table A.6
along with Figure A.9
Purchased Equipment Cost

       log10 C p = K1 + K 2 log10 ( A) + K 3 [ log10 ( A) ]
               0                                              2



Where A is the capacity or size parameter for the equipment
K1, K2, and K3 are given in table A.1

These data are also presented in the form of graphs in Figures A.1-A.7
Illustrative Example
   Compare Costs for
     1. Shell-and-tube heat exchanger in

      2001 with an area = 100 m2 for
       Carbon Steel at 1 bar

       Carbon Steel at 100 bar

       Stainless Steel at 1 bar

       Stainless Steel at 100 bar
Effect of Materials of Construction
and Pressure on Bare Module Cost
  P       MOC    Co     Cp      o
                               CBM     CBM
                  p


 1 bar    CS    25 K   25 K   82.3 K 82.3 K
 1 bar    SS    25 K   68.3 K 82.3 K 154 K
100 bar   CS    25 K   34.6 K 82.3 K 98.1 K

100 bar   SS    25 K   94.4 K 82.3 K   197.4
                                         K
Bare-Module and Total-
Module Costs
 BM – Previously Covered
 TM – Includes Contingency and Fees at
  15% and 3% of BM

    CTM = 1.18   ∑       C BM
             all equip
Grass-Roots Costs
   GR – grass-roots cost includes costs for
    auxiliary facilities




    CGR = 0.50     ∑           o
                             C BM + CTM
                 all equip
   Use base BM costs in GR cost (1 atm and
    CS) since auxiliary facilities should not
    depend on pressure or M.O.C.
Materials of Construction
 Very important
 Table 5.9 – rough guide
 Perry’s – good source
Capcost
 Calculates costs based on input
 CEPCI – use current value of 401 or
  latest from Chemical Engineering
 Program automatically assigns
  equipment numbers
Chapter 5

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Chapter 5

  • 2. Types of Capital Cost Estimate  1. Order of Magnitude Estimate (Feasibility)  2. Study Estimate / Major Equipment  3. Preliminary Design (Scope) Estimate  4. Definitive (Project Control) Estimate  5. Detailed (Firm or Contractors) Estimate
  • 3. Capital Cost Estimate Classifications Estimate Type Accuracey Data Diagrams Notes Order of + 25%, - 15% Existing plants BFD Capacity + Magnitude inflation Study (Major + 30%, - 20% Roughly sized major PFD Generalized equipment, equipment charts cost Factored) Preliminary + 25%, - 15% major equip. + piping PFD Group Design (scope) + instr. + Elec. + util. project Definitive + 15%, - 7% Prelim spcs for all PFD + equipment P&ID Detailed (firm or + 6%, - 4% Complete engineering contractor
  • 4. Capital Cost Estimate Classifications
  • 5. Example 5.1 The estimated capital cost from a chemical plant using the study estimate method (Class 4) was calculated to be $2 million. If the plant were to be built, over what range would you expect the actual capital estimate to vary? For a Class 4 estimate, from Table 5.2, the expected accuracy range is between 3 and 12 times that of a Class 1 estimate. A Class 1 estimate can be expected to vary from +6% to -4%. We can evaluate the narrowest and broadest expected capital cost ranges as: Lowest Expected Cost Range High value for actual plant cost ($2.0 x 106)[1 + (0.06)(3)] = $2.36 X 106 Low value for actual plant cost ($2.0 x 106)[1 - (0.04)(3)] = $1.76 x 106 Highest Expected Cost Range High value for actual plant cost ($2.0 x 106)[1 + (0.06 )(12)] = $3.44 x 106 Low value for actual plant cost ($2.0 x 106)[1 - (0.04 )(12)] = $1.04 x 106 The actual expected range would depend on the level of project definition and effort. If the effort and definition are at the high end, then the expected cost range would be between $1.76 and $2.36 million. If the effort and definition are at the low end, then the expected cost range would be between $1.04 and $3.44 million.
  • 6. Example 5.2 Compare the costs for performing an order-of-magnitude estimate and a detailed estimate for a plant that cost $5.0 x 106 to build. Solution : For the order-of-magnitude estimate, the cost of the estimate is in the range of 0.015% to 0.3% of the final cost of the plant: Highest Expected Value: ($5.0 x 106)(0.003) = $15,000 Lowest Expected Value: ($5.0 x 106)(0.00015) = $750 For the detailed estimate, the cost of the estimate is in the range of 10 to 100 times that of the order-of-magnitude estimate For the lowest expected cost range Highest Expected Value: ($5.0 x 106 )(0.03) = $150,000 Lowest Expected Value: ($5.0 x 106)(0.0015) = $7500 For the highest expected cost range: Highest Expected Value: ($5.0 x 106)(0.3) = $1,500,000 Lowest Expected Value: ($5.0 x 106)(0.015) = $75,000
  • 7. Estimating Purchased Equipment Costs  Vendor quote  Most accurate - based on specific information - requires significant engineering  Use previous cost on similar equipment and scale for time and size  Reasonably accurate - beware of large extrapolation - beware of foreign currency  Use cost estimating charts and scale for time  Less accurate  Convenient
  • 8. Effect of Size (Capacity) n Ca  Aa  =  (5.1) Cb  Ab  Cost Exponent Cost Equipment Cost Attribute - Size Ca = KAa n (5.2) Cb where K= Ab n
  • 9. Effect of Capacity on Purchased Equipment Cost Ca = K Aan where K = Cb Abn
  • 10. Effect of Size (Capacity) cont.  n = 0.4 – 0.8 Typically  Often n ~ 0.6 and we refer to Eq.(5.1) as the (6/10)’s Rule  Assume all equipment have n = 0.6 in a process unit and scale-up using this method for whole processes  Order-of-Magnitude estimate
  • 11. Effect of Capacity on Purchased Equipment Cost
  • 12. Economy of Scale Example 5.3 : Use the six-tenths-rule to estimate the % increase in purchased cost when the capacity of a piece of equipment is doubled. Using Equation 5.1 with n = 0.6: Ca./Cb = (2/1)0.6 = 1.52 % increase = (1.52 -1.00)/1.00)(100) = 52% The larger the equipment, the lower the cost of equipment per unit of capacity.
  • 13. Economy of Scale Example 5.4 Compare the error for the scale-up of a heat exchanger by a factor of 5 using the six-tenth- rule in place of the cost exponent given in Table 5.3. Using Equation 5.1: Cost ratio using six-tenth-rule (i.e. n = 0.60) = 5.00.6 = 2.63 Cost ratio using (n =0.59) from Table 5.3 = 5.00.59 = 2.58 % Error = (2.63 -2.58)/2.58)(100) = 1.9 %
  • 14. Effect of Capacity on Purchased Equipment Cost Rearranging equation 5.2 C = K An C = K An −1 A
  • 15. Equation for Time Effect  I2  C2 = C1  I   1  C = Cost  I = Value of cost index  1,2 = Represents points in time at which costs required or known and index values known
  • 16. Effect of Time on Purchased Equipment Cost
  • 17. Effect of Time on Purchased Equipment Cost Example 5.6 The purchased cost of a heat exchanger of 500 m2 area in 1990 was $25,000. a. Estimate the cost of the same heat exchanger in 2001 using the two indices introduced above. b. Compare the results. From Table 5.4: 1990 2001 Marshal and Swift Index 915 1094 Chemical Engineering Plant Cost Index 358 397 a. Marshal and Swift: Cost = ($25,000)(1094/915) = $29,891 Chemical Engineering: Cost = ($25,000)(397/358) = $27,723 b. Average Difference: ($29,891 -27,723)/($29,891 + 27,723)/2)(100) = 7.5%
  • 18. Marshal & Swift and CEPCI
  • 19. Table 5.5: The Basis for the Chemical Engineering Plant Cost Index Components of Index Weighting of Component (%) Equipment, Machinery and Supports: 37 (a) Fabricated Equipment 14 (b) Process Machinery 20 (c) Pipe, Valves, and Fittings 7 (d) Process Instruments and Controls 7 (e) Pumps and Compressors 5 (f) Electrical Equipment and Materials 10 • Structural Supports, Insulation, and 100 61 % of total Paint Erection and Installation Labor 22 Buildings, Materials, and Labor 7 Engineering and Supervision 10 Total 100
  • 20. Example 5.7 The capital cost of a 30,000 metric ton/year isopropanol plant in 1986 was estimated to be $7 million. Estimate the capital cost of a new plant with a production rate of 50,000 metric tons/year in 2001. Cost in 2001 = (Cost in 1986)(Capacity Correction) (Inflation Correction) = ($7,000,000)(50,000/30,000)°.6(397/318) =($7,000,000)(1.359)(1.248) = $11,870,000
  • 21. Factors affecting Capital Cost • Direct project expenses • Indirect project expenses • Contingency and fee • Auxiliary facilities
  • 22. 1. Direct project expenses Factor Symbol Comments Equipment Cp Purchased cost of equipment at f.o.b. cost manufacturer's site Materials CM Includes all piping, insulation and installation fireproofing, foundations and structural supports, instrumentation and electrical, and painting associated with the equipment Labor CL Includes all labor associated with equipment and material installing mentioned above
  • 23. 2. Indirect project expenses Factor Symbol Comments Freight, CFIT transportation costs for shipping equipment insurance, and materials to the plant site, all insurance and taxes on the items shipped, and any purchase taxes that may be applicable Construction CO Includes all fringe benefits such as vacation, overhead sick leave retirement benefits; etc.; labor burden such as social security and unemployment insurance, etc.; and salaries and overhead for supervisory personnel Contractor CE salaries and overhead for the engineering, engineering drafting, and project management personnel expenses on the project
  • 24. 3. Contingency and fee Factor Symbol Comments Contingency CCont A factor to cover unforeseen circumstances. These may include loss of time due to storms and strikes, small changes in the design, and unpredicted price increases. Contractor CFee fee varies depending on the type of plant and fee a variety of other factors
  • 25. 4. Auxiliary facilities Factor Symbol Comments Site CSite land; grading and excavation of the site; development installation and hook-up of electrical, water, and sewer systems; and construction of all internal roads, walkways, and parking lots Auxiliary CAux administration offices, maintenance shop and buildings control rooms, warehouses, and service buildings Off-sites and COff raw material and final product storage & utilities loading & unloading facilities; all equipment necessary to supply required process utilities; central environmental control facilities; and fire protection systems
  • 26. Capital Cost Modules 1. Total Module Cost (Lang Factor) 2. Bare Module Cost
  • 27. Lang Factor n CTM = FLang ∑ C pi i =1 Total Module Cost Purchased Cost of Major Equipment From Preliminary PFD (Pumps, Compressors, vessels, etc.) Chemical Plant Type Lang Factor Flang Fluid Processing Plant 4.74 Solid-Fluid Processing Plant 3.63 Solid Processing Plant 3.10
  • 28. Lang Factor Example 5.8: Determine the capital cost for a major expansion to a fluid processing plant that has a total purchased equipment cost of $6,800,000. Capital Costs = ($6,800,000)(4.74) = $32,232,000
  • 29. Lang Factor • Advantage 1. Easy to apply. • Drawbacks 1. Special MOC. 2. High operating pressure.
  • 30. Module Factor Approach • Table 5.8 • Direct, Indirect, Contingency and Fees are expressed as functions (multipliers) of purchased equipment cost(C p ) at base conditions (1 bar and o CS) • Each equipment type has different multipliers • Details given in Appendix A
  • 31. Module Factor Approach o CBM = C p FBM Bare Module Factor (sum of all multipliers) Bare Module Purchased Equipment Cost for CS Cost and 1 atm pressure - Appendix A o FBM = B1 + B2 FBM = B1 + B2FpFM Fp = pressure factor (= 1 for 1 bar) FM = material of construction factor (=1 for CS) C p = C o Fp FM p
  • 32.
  • 33. Bare Module Cost F = ( 1 + α M )( 1 + α L + α FIT + α Lα O + α E ) 0 BM
  • 34. Example 5.9 The purchased cost for a carbon steel heat exchanger operating at ambient pressure is $10,000. For a heat exchanger module given the following cost information: Item % of Purchased Equipment Cost Equipment 100.0 Materials 71.4 Labor 63.0 Freight 8.0 Overhead 63.4 Engineering 23.3 Using the information given above, determine the equivalent cost multipliers given in Table 5.8 and the following: 0 a. Bare module cost factor, FBM b. Bare module cost, CBM0
  • 35. Item % of Purchased Cost Multiplier Value of Multiplier Equipment Cost Equipment 100.0 1.0 Materials 71.4 αM 0.714 Labor 63.0 αL 0.63/(1+0.714)= 0.368 Freight 8.0 α FIT 0.08/(1+0.714)= 0.047 Overhead 63.4 0.634/0.368/ αO (1+0.714)= 1.005 Engineering 23.3 αE 0.233/(1+0.714) = 0.136 a. Using Equation 5.8: 0 FBM = (1 + 0.368 + 0.047 + (1.005)(0.368) + 0.136)(1 + 0.714) = 3.291 b. From Equation 5.6: 0 CBM = (3.291)($10,000) = $32,910
  • 36. Module Factor Approach o CBM = C p FBM Bare Module Factor (sum of all multipliers) Bare Module Purchased Equipment Cost for CS Cost and 1 atm pressure - Appendix A o FBM = B1 + B2 FBM = B1 + B2FpFM Fp = pressure factor (= 1 for 1 bar) FM = material of construction factor (=1 for CS) C p = C o Fp FM p
  • 37. Bare Module Cost Factor For Heat Exchangers, Process vessels, and pumps CBM = CP FBM = CP ( B1 + B2 FM FP ) 0 0 FBM = ( B1 + B2 ) 0 Material Factor, FM, for these equipment are obtained from Figure A.8 along with Table A.3. Values of B1 and B2 are given in Table A.4
  • 38. Bare Module Cost Factor For Heat Exchangers, Process vessels, and pumps Values of B1 and B2 are given in Table A.4
  • 39. Module Factor Approach – Pressure Factors
  • 40. Pressure Factor for vessels Pressure Factor, FP , for other equipment are given in table A.6 along with Figure A.9 ( P + 1) D + 0.0315 2 [ 850 − 0.6( P + 1) ] FP ,vessel = for tvessel > 0.0063m 0.0063 If FP is less than 1, then FP= 1.0 For P less than -0.5 barg, FP = 1.25
  • 41. Pressure Factor for Other Equipment Pressure Factor, FP , for other equipment are given in table A.6 along with Figure A.9 log10 FP = C1 +C2 log10 P + C3 [ log10 P ] 2 Constants are given in Table A.2
  • 42. Module Factor Approach – Material Factors
  • 43. Bare Module Cost Factor For equipment not covered in table A.3
  • 44. Material Factor Material Factor, FM , for other equipment are given in table A.6 along with Figure A.9
  • 45. Purchased Equipment Cost log10 C p = K1 + K 2 log10 ( A) + K 3 [ log10 ( A) ] 0 2 Where A is the capacity or size parameter for the equipment K1, K2, and K3 are given in table A.1 These data are also presented in the form of graphs in Figures A.1-A.7
  • 46.
  • 47.
  • 48.
  • 49. Illustrative Example  Compare Costs for  1. Shell-and-tube heat exchanger in 2001 with an area = 100 m2 for  Carbon Steel at 1 bar  Carbon Steel at 100 bar  Stainless Steel at 1 bar  Stainless Steel at 100 bar
  • 50. Effect of Materials of Construction and Pressure on Bare Module Cost P MOC Co Cp o CBM CBM p 1 bar CS 25 K 25 K 82.3 K 82.3 K 1 bar SS 25 K 68.3 K 82.3 K 154 K 100 bar CS 25 K 34.6 K 82.3 K 98.1 K 100 bar SS 25 K 94.4 K 82.3 K 197.4 K
  • 51. Bare-Module and Total- Module Costs  BM – Previously Covered  TM – Includes Contingency and Fees at 15% and 3% of BM CTM = 1.18 ∑ C BM all equip
  • 52. Grass-Roots Costs  GR – grass-roots cost includes costs for auxiliary facilities   CGR = 0.50 ∑ o C BM + CTM all equip  Use base BM costs in GR cost (1 atm and CS) since auxiliary facilities should not depend on pressure or M.O.C.
  • 53. Materials of Construction  Very important  Table 5.9 – rough guide  Perry’s – good source
  • 54. Capcost  Calculates costs based on input  CEPCI – use current value of 401 or latest from Chemical Engineering  Program automatically assigns equipment numbers