Skip to content

Labour calculation

James ThorpeMember for 21 years 1 month
Created
8
4
0

Dear Planners

Please help me to calculate the labours/gang for following activities:

a) 75 mm thick Screed

Duration available = 4 weeks, Quantity =2116 m2

How many labours/Gangs are required to finish this job in 4 weeks?

b) 20mm thick Render over blockwork. Skim over render board

Duration available = 3 weeks, Quantity =2116 m2

How many labours/Gangs are required to complete this job in 3 weeks?

c) Flooring

5mm thick carpet tiles= 1253 m2

How many labours/Gangs are required to finish this job in 3 weeks?

5mm approx for vinyl tiles = 754 m2

How many labours/Gangs are required to finish this job in 3 weeks?

5mm approx for Matting = 109 m2

How many labours/Gangs are required to finish this job in 3 weeks?


Thanks

James

8 replies

Oldest first
  1. 0
    Rubas M. Kutty ·
    Hi James,

    These are the rough figures.

    A) 4.5 nos
    B) 6 nos
    C) Carpet tiles - 3.5 nos
    Vinyl sheets - 6.3 nos
    I am not having data for the matting. Trust this helps.

    Regards,
  2. 0
    James Thorpe ·
    Thanks kutty for you help.

    Other members comments would also be appreciated.
  3. 0
    Kieran Thomson ·
    For the screed get it mechanicaly pumped and laid, should take a week and remember it needs to go off before you work on it whatever way its thrown in, and dry before you lay anything on it (that could take up to 7 weeks).
  4. 0
    Nar Thap ·
    Can somebody of you who answered pls. also post the basis for coming to that result ? Helpful for members. rgds,
  5. 0
    Rubas M. Kutty ·
    Assumed a 5-day week for the inputs
    The production rates:

    75 mm screed : 3 sqm/hr
    Render : 3 sqm/hr
    Carpet tile : 3 sqm/hr
    Vinyl sheet : 5 sqm/hr.

    PS: There was a miscalculation w.r.t Vinyl sheetings.

    Regards,

  6. 0
    Mahantesh Barikar ·

    Can any one tell how many

    Can any one tell how many labour required for 01 metricton of reinforcement work.

  7. 0
    Shaik Yakub ·

    Nornally it is 60Mhrs - 85

    Nornally it is 60Mhrs - 85 Mhrs with an AVG of - 75 Mhrs/Ton However depends upon the type of work (Raft,Wall,Column,Slab)& dia of rebar.

     

    Regards,

    Shaik

  8. 0
    Mike Testro ·

    Hi Shaik It is a good idea to

    Hi Shaik

    It is a good idea to check the original date of a thread before taking time to prepare a detailed answer.

    It may not be appreciated 4 years later.

    Best regards

    Mike Testro

Log in or join to reply

ProjectControls.com is free to join. Members can post questions, reply, vote and follow discussions.

Existing members: your original username and password still work. Forgot password?