Hi J D,

It would be really appreciable if you can share a test file on this.  Help
us to help you :)

Best Regards,
DILIPandey

On Tue, Dec 28, 2010 at 7:36 AM, J D <springer...@gmail.com> wrote:

> I am a concrete estimator who is trying to create some cut and paste
> Estimate line items I can just grab from one spread sheet and paste in
> to my estimate.
>
> I was refining one and tried to use the IF function to pick the number
> of labor hours based on sq footage.  More s.f. and we are more
> productive therefore less hours per s.f.
>
> I was trying to say if less that 500 s.f. then .035 hrs/s.f.  500 to
> 1,000 then .0275 hrs/s.f. >1,000 s.f. then .0225 hours/s.f.
>
> I could get one working but wanted to know how to get more going
> choises out of one formula.  Attached is the assembly and the formula
> below it.
>
>
> Form, place and finish ~ (__) s.f. of 4" broom swept finish concrete
> sidewalk.  Concrete to be 3,500 psi and reinforced with 6 x 6 , w1.4/
> w1.4 wwf.
>     $4,410.00
>        Area    990     s.f.    Perimeter       114     l.f.
> Concrete        990     0.33    1.03    336.501 12.463  13      145
> 1885
> Labor   13      0.4     5.2                     5.2     40      208
> wwf     990     40      24.75                   25      7       175
> 2" SB   990     0.26    257.4                   260     0.49    127.4
> Labor   990     0.003   2.97                    3       40      120
> Poly    990     1800    0.55                    0.6     85      51
> Labor   990     0.002   1.98                    2       40      80
> Expansion       990     0.25    247.5   100     2.475   2.5     31.64
> 79.1
> Labor   250     0.01    2.5                     2.5     40      100
> Curing  640     350     1.828571429     5       0.365714286     0.4     55
>      22
> Labor   990     0.003   2.97                    3       40      120
> 2 x 4   114     16      7.125                   8       5.81    46.48
> Labor   114     0.33    37.62   0.2     7.524   7.6     40      304
> Finish  990     100     9.9     2.75    27.225  27.3    40      1092
>
>
>
>                                                                4409.98
> =IF(B16<500,3.5,2.75)
>
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-- 
Thanks & Regards,

DILIP KUMAR PANDEY
  MBA-HR,B.Com(Hons),BCA
Mobile: +91 9810929744
dilipan...@gmail.com
dilipan...@yahoo.com
New Delhi - 62, India

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