14 Business Tips
HOWTOMAKE IAPROFITN LANDSCAPING
It is not possible to make a
profit until you fully understand your costs. When your client asks you to submit a price for a job there are 3 questions you need to ask yourself. Sam Hassall reports.
Ensuring your profit from Landscape contracts
1.How much is this going to cost me to do? 2.What is the minimum profit I am prepared to make on this job?
3.What is the maximum profit I can put on this job and still win it?
The two latter questions and answers are a matter of your needs, risk and acumen. The first question is simple – It’s just arithmetic and that is the one we will deal with now.
THE THEORY 1. There is no point in working if you are going to lose money.
3.You have to understand your costs.
THE COSTS OF MECHANICAL EXCAVATION Different types of dig require different machines and have different costs. The amount of time that the excavator arm can swing per hour (Cycles per hour) determines the efficiency of the machine.
Table 1 shows the basic costs of different machines commonly used in our sector.
THESE PRICES INCLUDE
• Hire rate based on a weekly hire • Operator at £19.00 per hour
• Non productive time of 8 hours per 40 hours weekly hire (20%)
• Fuel using manufacturers issued information for consumption.
| October 2011 | Volume1 | Issue2
TABLE 1 Type of Dig Work carried out
Loading Bulk
Loading to trucks or dumpers. Dependent on availability of dumpers returning to be filled
groundwork’s usually work in a radius Excavation
reduce levels Trenches for
foundations Trenches The machine moves occasionally but can
for removal Excavation to This is usually fairly accurate work and is slower
As above but working in a specific area Accurate work and the machine must move
along the trench. (Trenches are often deeper and wider than services trenches below)
for services must move often Usually narrow trenches and the machine TABLE 2: MACHINE CAPACITIES
Machine Cost/ Bucket Cycles/ type
1.5 tonne 3 tonne 5 tonne 7 tonne 21 tonne
TABLE 3
Bulkage Rates Factor the price from Table 4
Sandy loams Heavier loams Clay
Heavy water- logged clay
1.2
1.25-1.3 1.5
1.6-1.8
23.68 42.65 52.23 63.15 81.50
hr volume m3 0.04
0.13 0.28 0.28 1.21
25.0 7.7 3.6 3.6 0.8
THESE FIGURES DO NOT INCLUDE
• Delivery to site and collection charges • Profit • Bulkages of soils • Banksmen which are a legal requirement
The most common excavation types are shown in Table 1.
SIZE OF MACHINE Generally speaking the larger the machine the lower the rate per m3 excavated. Obviously there are numerous factors affecting choice of machine
• Access • Operator ability • Efficiency
www.pro-landscaper.co.uk 1.5 expensive Most
Cycles per Cost minute
2-5 3.5 3 2 1.75 Cheapest
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