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per foot prices

WScott

Well-Known Member
Joined
May 20, 2007
Messages
58
Location
Arkansas
Hello,

Wasn't sure which section to put this under.
A little background. I am a residential excavating contractor. Ive done commercial work in the past but was not the person doing the bidding.

Lately Ive been getting some bid requests that call for per foot prices. Figuring materials per foot is no problem but the digging, time to do bedding, covering, labor is another story. Any one have experience in this. Is there something to start with like a base rate and add for more depth and width?

IE... Water line, 4" sewer lines.

thanks

WScott
 

gbdigger

Well-Known Member
Joined
Jun 27, 2008
Messages
66
Location
Little Rock, AR
Occupation
Super
There are some base publications out there but it really depends on your production and labor force.

How many feet (units) of ditch can you dig in a work day, what crew size do you need to lay what you can dig, don't forget about backfilling, what equipment will you need. Once you have all this in place it is simple compute your daily cost for Equipment, Labor and Materials then add for contingency/overhead/profit
I use between 2 & 4% for contingency, If you don't know your actual overhead cost use 8 to 10% as a baseline, as for profit that’s all up to you and what the market will bear which isn’t much in these conditions. Add it all up then divide by your daily production and you have cost per unit.
 

landrvrnut22

Well-Known Member
Joined
Nov 1, 2007
Messages
201
Location
Akron, Ohio, USA.
Occupation
Field Superintendent
I use the Means book. It does a pretty good job, and can help you get the basic costs down. Some swear by it, others shun it. But it works for me.
 

Noose

Well-Known Member
Joined
May 11, 2007
Messages
121
Location
Stony Plain
Occupation
O/O '98 378 Pete tandem dump ~~ '03 S185
So ie. 400 ft, dirt light clay, flat. what would you charge per foot?
Do you supply wire, pipe, or line?
 

stock

Senior Member
Joined
Aug 4, 2008
Messages
2,022
Location
Eire
Occupation
We have moved on and now were lost....
All depends on the spec,has it to be at a certain depth,what material for backfill,marker tape etc etc
 

WScott

Well-Known Member
Joined
May 20, 2007
Messages
58
Location
Arkansas
LOL.

tree fiddy or fo fiddy for two feet wide two feet deep just to open the ditch.

Materials and backfill on top of that.... right?

Sounds like a decent place to start

:beatsme
 

D5G

Senior Member
Joined
Nov 20, 2007
Messages
829
Location
Northeast
we're all professionals here, no? Its not like your keeping some secret by not typing the price out.
 

dayexco

Senior Member
Joined
May 21, 2005
Messages
1,224
Location
south dakota
we're all professionals here, no? Its not like your keeping some secret by not typing the price out.

well, i guess i "could" type my price out, but in reality....it wouldn't/shouldn't do him much good....you see, i feel it very important for him to figure out what his own costs are, what margin of profit HE wants...and bid/charge accordingly. he'll get some bumps and bruises along the way, all part of the experience....it does him no service for him to use, nor us to offer unit prices over the internet when no doubt his individual circumstances are totally different from ours.
 

DarrylMueller

Senior Member
Joined
Jan 4, 2009
Messages
309
Location
Altamont Pass, Livermore, CA
Occupation
Excavating Contractor & Operator
It's called UNIT PRICE

Please don't do anything like getting this out of a book, IT WILL BE WRONG, I can almost guarentee it. If you can't figure the work, you will loose money.

Figure how much it's going to take to do the work, YOUR COST, equipment, labor, materials, then add it up. Now how many utilites are you crossing, like fiber optic add maybe $350 for each crossing, irrigation maybe $100 for each this just to cover your costs. Now, Add all your costs together and to that total add 15% onto that for profit and mark up.
Now divide by lin. ft. That should be your bid and gives you 15% just in case something goes wrong.

Along with all this you need to put down what you will be doing, and what you will not be doing and that any thing else add will be extra work and have to be signed for.

There is a trend to get excavating contractors hood winked & locked into open ended contracts, with hold harmless and indemifcation.
You need to develop your own purchase order for the work, That way you don't sign anyone's contract that you don't read every word and agree to every word. I will not sign a short or long form AGC contract, unless I cross out 99% of it. Remember you don't want to loose control.
 

Turbo21835

Senior Member
Joined
Oct 20, 2007
Messages
1,135
Location
Road Dog
Why teach someone that may be bidding against me. Why give him my numbers, that way he can bid below mine. His bid should be different than mine, even though the numbers should be close. This all depends on his equipment, how he bills it, his employees, and how many feet he can make in an hour. Not to mention his insurance costs. He needs to figure out what he needs to make per foot. Not have someone tell him what he needs to make per foot. If he wants that, then we go back to three fiddy
 

DarrylMueller

Senior Member
Joined
Jan 4, 2009
Messages
309
Location
Altamont Pass, Livermore, CA
Occupation
Excavating Contractor & Operator
No it's not wise to tell other bidders what you are bidding

I did not say, that you are going to tell an other bidder how you came up with the unit price.
I said how to unit price, and the book price does not fit all jobs. The bidders will know as soon as the job is let what the unit price is. Insurance is a cost figured with the machine cost along with fuel is a cost, locator is a cost and so forth, concrete is a cost, bedding is a cost, compaction is a cost, off haul is a cost, it's all cost until you get a profit. Sorry I confused you?
 

I CAN DIG IT

New Member
Joined
Sep 7, 2009
Messages
4
Location
Midwest
Occupation
Grading/Excavating Foreman
WScott, I just bid a 700 linear foot, 12" storm sewer (plastic) with 10" of 1" clear bedding and 1' of 1" clear on top for $40.00 per foot. We will use a cat 320BL to trench and a 315 to compact. Stone picked up is $5.70 per ton. If I remember right I bid it for less than 105cu/yds of stone. 1 hoe operator (320BL), 1 compactor/backfill man (315 and D5G), 1 laborer and 1 foreman. When I first did this I took all my previous bids and figured how many feet we did on average per day and all costs per day and simply did the math. It gets much easier as time goes by. Good luck
 

plummen

Member
Joined
Sep 7, 2009
Messages
13
Location
louisville ne
well for sewer laying and water ive been charging $10' for the digging part for 5-6 years now without many complaints the materials usually run another $10' for plastic,water depends on copper pricing
 

dayexco

Senior Member
Joined
May 21, 2005
Messages
1,224
Location
south dakota
well for sewer laying and water ive been charging $10' for the digging part for 5-6 years now without many complaints the materials usually run another $10' for plastic,water depends on copper pricing

what type/size pipe you laying, i'm assuming this is a residential installation....that sells for $10 a foot?
 

plummen

Member
Joined
Sep 7, 2009
Messages
13
Location
louisville ne
normally we run mostly 4" sdr 26 pipe for residential sewers and 1" water.for commercial we run mostly 6" sdr.i did a job a few years back for a low life general in bellevue with 6" transitioning into 8" for close to a 1/4 mile that i got burned on,so i dont do anymore big jobs .for the 6" i try to get closer to $ 30' including pipe
 
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