Business Management Resource Guide: Details, Details

A successful journey on the road to profitability depends on understanding the fixed and variable costs of doing business. This section provides some handy charts and samples of basic accounting to he

All successful businesses understand that profitability and growth lie in the details. From interpreting reports to knowing how long it takes for crews to preform tasks, it is this information and business acumen that allows managers to successfully steer their companies in the right direction.

This section of the Business Management Resource Guide provides some of this information. We’ve also provided explanations of the charts in the copy that follows. We hope you find them helpful in your daily, monthly and yearly planning.

BUDGET RECAP AND RATIO ANALYSIS.This chart, when adapted for your company, can provide a tremendous level of information about the status of your business. Use the chart and description of the line items contained the text below to formulate your own analysis, or to compare your company with industry averages. Keep in mind, however, that the figures presented are generalizations and approximations, and actual figures will vary across companies. The items listed in numbers 1 through 7 on the chart are relatively easy to understand, but the ratios beginning with item 8 are a bit more complex. Below is a description of these items.

Ratios and Per Hour Calculations. These items are calculated by dividing the annual amounts by the total billable field labor hours, and the ratios listed in the chart are figured by dividing the cost of the first item by the second item. For example, the material-to-labor ratio is figured by dividing the material costs by the labor costs. Listed below are general ranges into which these figures will typically fall:

A. Sales Per Hour: For construction, $45 to $65; for maintenance, $15 to $35.

B. Direct Costs Per Hour: For construction, $30 to $45; for maintenance, $10 to $25.

C. Gross Profit Margins Per Hour: For construction, $15 to $20; for maintenance, $10 to $25.

D. Overhead Per Hour: These numbers differ for seasonal and non-seasonal companies and divisions. For seasonal construction up to $1.5 million in sales, $8 to $13. For companies with $1.5 to $5 million in sales, $4 to $10. For companies with sales $5 million and more, $3 to $7.

For non-seasonal construction up to $1.5 million in sales, $5 to $9 per hour. For companies from $1.5 to $5 million in sales, $3 to $7.

For companies $5 million and more in sales, $2 to $4.For maintenance-only companies, the sales per hour varies from region to region, which greatly affects the overhead per hour. Generally, the overhead per hour will come out to 16 percent to 28 percent.

E. Profit Per Hour: This is defined by multiplying the company/division projected net profit margin percent by the projected sales per hour. If your net profit margin percent is 10 percent, and the projected sales per hour is $55 for construction you would have a profit per hour of $5.50.

F. Material to Labor Ratio. Here’s one way to analyze material costs using a standard ratio. Companies that install hardscapes generally have a 2 to 2.5:1 material-to-labor ratio, which means that a worker installs $2 to $2.50 in materials for every dollar spent on field labor. Using an average hourly wage of $7.00, the material cost per field labor hour would be from $14.00 to $17.50.

Here are some other ratios for types of installation: planting only, 3:1; planting and hardscape, 2 to 2.5:1; planting, hardscape and irrigation, 1.5 to 1.75:1; irrigation, 1 to 1.5:1; maintenance, .1 to .15:1.

G. Material Per Hour: This is generally $14 to $20 in construction, and $.75 to $3.75 in maintenance.

H. Equipment to Labor Ratio: Again, this will differ in construction vs. maintenance. In maintenance, these are the typical ratios: Light (usually residential) maintenance, .2 to .3 to 1; Moderate maintenance (usually light commercial work) .4 to .5 to 1; heavy (commercial/municipal), .5 to .7:1.

In construction, these are the ratios: Light (pickup trucks, wheelbarrows), .2 to 3:1; Moderate (above plus tractors), .3 to 4:1; heavy (above plus backhoes, medium dump trucks), .5 to .7:1; extra heavy (graders, front end loaders, etc.), .75 to 1:1.

I. Equipment Cost Per Hour: Using the categories of equipment above, these are the typical percentages of equipment as a part of labor costs: In construction, light intensity equipment is 30 to 40 percent of total labor costs; moderate is 40 to 50 percent; and heavy is 50 to 70 percent. In maintenance, light is 15 to 25 percent; moderate is 25 to 35 percent; heavy is 35 to 50 percent; and extra heavy is up to 100 percent.

These figures, multiplied by the average field labor wage per hour, generate the maintenance or construction equipment cost per field labor hour. The typical ranges for this final figure are as follows: Construction, $2 to $6; construction doing earth moving, $6 to $12; maintenance, $1.50 to $4.50.

J. Company Average Wage or Direct Field labor Per Hour: Typical industry figures are as follows: seasonal construction, $8 to $12; non-seasonal, $6 to $10; maintenance seasonal, $6 to $10; non-seasonal, $5 to $9.

K. Billable Field Hours: Use the figures to compare budgeted numbers to actual numbers to see if they are on target for the year.

Budget To Actual Recap Formula
 
    June
Budget
June
Actual
June
Variance
June
Actual%
Y-T-D
Budget
Y-T-D
Actual
Y-T-D
Variance
Y-T-D
Actual %
 
     
1. Sales 115,905 130,688 14,783 100.0% 695,430 723,089 27,659 100.0%
 
2. Cost of Sales
    Material 18,708 32,345 (13,637) 24.7% 112,250 137,752 (25,502) 19.1%
    Labor 13,724 12,898 376 9.9% 79,646 94,227 (14,581) 13.0%
    Labor Burden 4,580 2,656 1,924 2.0% 27,480 27,589 (109) 3.8%
    *Equipment 2,967 698 2,269 0.5% 17,800 6,016 11,784 0.8%
    Equipment Rentals 1,225 888 337 0.7% 7,350 12,705 (5,355) 1.8%
    Subcontractors 26,400 25,769 631 19.7% 158,400 141,408 16,992 19.6%
    Miscellaneous 347 1,222 (875) 0.9% 2,083 2,500 (418) 0.3%
TOTAL 67,501 76,476 (8,975) 58.5% 405,009 422,197 (17,189) 58.4%
 
3. Gross Profit 48,404 54,212 5,808 41.5% 290,422 300,892 10,471 41.6%
4. Overhead Total 29,167 29,219 (52) 22.4% 175,000 206,338 (31,338) 28.5%
  A. Salary Office 3,000 3,300 (300) 2.5% 18,000 18,900 (900) 2.6%
  B. Salary Officer 5,000 5,000 0 3.8% 30,000 30,000 0 4.1%
 
5. Net operating income 19,237 24,993 5,756 19.1% 115,421 94,554 (20,867) 13.1%
6. Other Income/Expense 0 0 0.0% 0 0 0 0 0.0%
7. Net Income/Loss 19,237 24,993 5,756 19.1% 115,421 94,554 (20,867) 13.1%
8. Ratios Per Hour Info
  A. Sales/hr. $59.99 $63.72 $3.73   $59.99 $64.97 $4.98  
  B. Direct costs/hr. $34.94 $42.04 $7.10   $34.94 $37.93 $3.00  
  C. Gpm/hr. $25.05 $21.68 ($3.38)   $25.05 $27.03 $1.98  
  D. Overhead/hr. $15.10 $16.06 $0.97   $15.10 $18.54 $3.44  
  E. Profit/hr. $9.96 $13.74 $3.78   $9.96 $8.50 ($1.46)  
  F. Material/Labor Ratio 1.41 2.51 1.10   1.41 1.46 0.05  
  G. Material/hr. $2.69 $12.38 $9.68   16.9% $17.78 $9.68  
  *H. Equip't/Labor Ratio 16.0% 6.4% 22.3%   $8.10 5.4% 22.3%  
  *I. Equipment/hr. $0.99 $0.54 $1.54   $1.15 $0.38 $1.54  
  J. Average wage ($1.60) $8.47 $6.87   ($0.22) $7.09 $6.87  
  K. Billable FLH’s 463 11,130 11,593   113 1,819 1,932  
  L. Non-Billable FLH’s 22 98 120   2 18 20  
  M. Total FLH’S 485 11,228 11,713   115 1,837 1,952  
* Actual figures do not include depreciation. Chart from "Estimating for Landscape & Irrigation Contractors" by James R. Huston.

APPLYING PROFIT. Profit can be approached two ways. One way is to calculate profit by dividing breakeven cost by the inverse percentage of the desired profit to earned revenue. For example, if earned revenue is 100 percent, and the total of direct costs and overhead (breakeven cost) equaled 90 percent, then the remainder, the profit, would be equal to 10 percent. 90 percent is the inverse of our profit percentage and is found by subtracting the desired profit percentage from 100 percent.

The second method to apply a profit is to use the markup method. In this instance we want to determine a markup factor on breakeven costs which will equal the profit percentage that we want on our selling price.

Two Methods to Apply Profit to a Job
 
  If I Want a Net Profit
On my Selling Price of:
EITHER
Divide Breakeven by the Inverse
(below) to Find the Selling Price
OR
Multiply Breakeven by the
Complement (below) to Find Profit
 
0.00% 1.00 0.0000
1.00 0.99 0.0101
2.00 0.98 0.0204
3.00 0.97 0.0309
4.00 0.96 0.0417
5.00 0.95 0.0526
6.00 0.94 0.0638
7.00 0.93 0.0753
8.00 0.92 0.0870
9.00 0.91 0.0989
10.00 0.90 0.1111
11.00 0.89 0.1236
12.00 0.88 0.1364
13.00 0.87 0.1494
14.00 0.86 0.1628
15.00 0.85 0.1765
16.00 0.84 0.1905
17.00 0.83 0.2048
18.00 0.82 0.2195
19.00 0.81 0.2346
20.00 0.80 0.2500
25.00 0.75 0.3333
30.00 0.70 0.4286
Chart from Associated Landscape Contracters of America

ESTIMATE SUMMARY SHEET. This useful worksheet is designed to tell you what will happen to your bottom line profit when you’re considering lowering the final bid on a job. First, transfer the information from your work papers of the job’s take-off and extension into the standard pricing column. In the second column, insert the bid at the top and refigure the job based on the costs and overhead. The resulting change in the bottom line profit will help you decide whether to take the job or walk away.

Estate Summary Sheet
 
  Job #__________ Job Name___________________________ Fig________ Date __________  
Date___________
Contact_________ Address____________________________ Bid________ Date __________
Date___________
Phone__________ _________________________________
Addendum______________________________________________________
 
  Standard Pricing This Project
 
Contract Amount $___________ ____% $___________ ____%
 
Direct Costs $___________ ____% $___________ ____%
  Plant Material $___________ ____% $___________ ____%
  Hard Material $___________ ____% $___________ ____%
  Direct Labor ____hrs $___________ ____% $___________ ____%
  Support Labor ____hrs $___________ ____% $___________ ____%
  Labor Burden _____% $___________ ____% $___________ ____%
Subcontracts $___________ ____% $___________ ____%
Other Direct Costs $___________ ____% $___________ ____%
Total Direct Costs $___________ ____% $___________ ____%
 
Gross Margin $___________ ____% $___________ ____%
 
Overhead Applied $___________ ____% $___________ ____%
Design Fees _____% $___________ ____% $___________ ____%
  Delivery _____% $___________ ____% $___________ ____%
  Sales Tax _____% $___________ ____% $___________ ____%
  Guarantee _____% $___________ ____% $___________ ____%
  Material Overhead _____% $___________ ____% $___________ ____%
  Labor Overhead _____% $___________ ____% $___________ ____%
Total Overhead Expense $___________ ____% $___________ ____%
 
Net Profit $___________ ____% $___________ ____%
 
 
  Total Labor Hours  ___________hrs  
  Breakeven Point  $______________  
  Labor Composite Per Hour  $______________  
 
Chart from Associated Landscape Contractors of America

PLANT OPERATIONS BY HAND. This chart makes easy work of determining the time it takes to execute the steps required to plant a tree or shrub, based on the caliper and ball size.

Plant Operations By Hand
 
  Typical
Caliper
Ball Size
Diam.
Depth
(in.)
Wt.
Of Ball
(lbs.)
Time
To Dig
& Place
(min.)
Time To
Handle
Ball
(min.)
Size
Hole
Req.
(in.)
Time To
Dig
Hole
(min.)
Time To
Plant &
Prune
(min.)
Time To
Water,
Wrap, Guy
& Clean
Up (min.)
Total
Time
In
Moving
 
1 12x12 56 15 10 24 20 15 4 64 min.
1.5 18x16 160 30 20 30 28 21 5 1 2/3 hr.
2 24x18 320 60 40 36 65 49 12 3 2/3 hr.
2.5 30x21 600 114 76 48 133 100 25 7 1/3 hr.
3 36x24 980 189 126 54 190 143 36 11 1/3 hr.
3.5 42x27 1520 285 190 66 320 240 60 18 1/2 hr.
4 48x30 2040 420 280 72 360 270 68 23 1/3 hr.
4.5 54x33 3,060 579 386 84 635 476 119 36 1/2 hr.
Chart from National Landscape Association

FERTILIZER SPECS. This final chart lists the amounts of fertilizer required to cover a 1,000 sq. ft. area based on the percentage of nitrogen contained in the bag.

In The Mix
 
  Below is a chart which indicates the pounds of fertilizer required to cover a 1,000 sq. ft. area based on the percentage provided on the bag of fertilizer.  
 
Percentage N in the mix Pounds of Mix Required
to Apply 1 pound Of actual N per 1,000 sq. ft.
1 100
2 50
3 33.3
4 25
5 20
6 16.6
7 14.3
8 12.5
9 11.1
10 10
11 9
12 8.3
14 7.1
16 6.25
18 5.5
20 5
22 4.5
24 4.1
26 3.8
28 3.5
30 3.3
32 3.1
34 3
36 2.75
38 2.6
40 2.5
42 2.4
44 2.27
46 2.17
48 2.1
50 2
Chart from the Professional Lawn Care Association of America
 

For more information on these and other helpful charts, contact the following individuals and organizations that provided Lawn & Landscape with information:

  • The Professional Grounds Management Society, 120 Cockeysville Road, Suite 104, Hunt Valley, Md., 21031, 410/584-9754.
  • The National Landscape Association, 1250 I Street N.W., Suite 500, Washington, D.C., 20005, 202/789-2900.
  • Associated Landscape Contractors of America, 150 Elden Street, Suite 270, Herndon, Va., 20170, 703/736-9666.
  • Professional Lawn Care Association of America, 1000 Johnson Ferry Road, N.E., Suite C-135, Marietta, Ga., 30068, 770/977-5222.
  • James Huston P.O. Box 6837, Orange, Calif., 92613, 714/630-1289.

All information used with permission.

December 1997
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