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David Coil/C. R. Construction

U.S.
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Expertise

I can answer most any remodel and repair question. I have done almost everything...and done it well. From foundations to the roof. I have helped MANY from all experts.com recently.

Experience in the area

Most expertise is carpeting, flooring, tile, sheetrock, electrical and plumbing.   40 yrs of experience in all trades.

Organizations

I am a licensed contractor in California and Nevada.

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Recent Reviews from Users

Read More Comments

    K = Knowledgeability    C = Clarity of Response    T = Timeliness    P = Politeness
UserDateKCTPComments
Ethel10/28/0910101010 
Gina10/17/0910101010Wow. Great! Thank you.
Jenna10/15/0910101010David has been very courteous in answering .....
Jenna10/08/0910101010WOW! What a life saver. Can you .....
Jenna10/08/0910101010Thank you for the warning. I'm totally .....

Recent Answers from David Coil/C. R. Construction

2009-10-10 compaction of subsoil:

It does not sound like you have a very good base for your pool. It sounds like you need to slurry concrete the walls of sand to hold it in place. If you have a thin enough slurry, you could compact it

2009-09-26 HOUSE FOUNDATION:

I really dont know that much about caliche, except that is a soft rock. Very hard to break. It absorbs larger amounts of water. It sounds like the amount of damage you have is movement that willl not

2009-09-18 Invoicing, Site Instructions, & RFI'S:

If an appology is in order..you have it. I was of course speaking in regards to US law and contracting. You should be able to creat a "macro" of sorts on your computer. A letter head with line items

2009-09-16 Invoicing, Site Instructions, & RFI'S:

Lets be a bit more informative. If you do NOT have a General Contractors License in the State you are operating, You cannot perform the duties of a General Contractor. There are fines and penalties for

2009-09-14 Concrete Pad Thickness:

AS long as you keep in mind..the weight is on 5 points. 4 wheels and the tongue. Assume the wheels take up 6 sq ft total. That area needs to be at #3500 psi. That is a 6.5 sack mix at 4" with steel

 

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