done using vlookup...... refer attached file....


On Tue, Dec 28, 2010 at 8:18 PM, Dilip Pandey <dilipan...@gmail.com> wrote:

> 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
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Attachment: sft.xls
Description: MS-Excel spreadsheet

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