In a project budget, the toughest thing is to identify the source of material and required manpower calculation. We have to deploy adequate manpower to complete a certain activity without any chaos.
In this post, we had listed out the approx labour requirement for civil works and also Labour output per day for different works.
In the earlier post, we had seen the material calculation for different construction work.
Topics On This Page
show
Labour Requirement for Civil Works
| Scope of Work | Labour Requirement | Quantity (Nos) |
| Excavation up to 1.5m Depth including disposal of soil lead up to 50m- 28.3 m3 – Soft Rock | Mason | 0.15 |
| Male Coolie | 5 | |
| Female coolie | 4 | |
| Excavation Upto 1.5m Depth including disposal of soil lead up to 50m- 28.3 m3 – Soft Rock | Mason | 0.15 |
| Male Coolie | 6.5 | |
| Female coolie | 5 | |
| Excavation Upto 1.5m Depth including disposal of soil lead up to 50m- 28.3 m3 – Soft Rock | Mason | 0.2 |
| Male Coolie | 8 | |
| Female coolie | 6 | |
| Soil backfilling including watering and hammering – 10 m3 | Male Coolie | 1.5 |
| Female coolie | 1.35 | |
| Plain Cement Concrete – 1 m3 | Male Coolie | 0.7 |
| Female coolie | 0.7 | |
| Mason | 0.13 | |
| Foreman | 0.13 | |
| Reinforced Cement Concrete – 1 m3 | Male Coolie | 1 |
| Female coolie | 1 | |
| Mason | 0.3 | |
| Foreman | 0.15 | |
| Formwork – 11.16 Sqm including fixing and deshuttering | Carpenter | 2.25 |
| Foreman | 0.2 | |
| Helper | 2.25 | |
| Brick Masonry – 1 m3 | Mason | 0.4 |
| Male Coolie | 0.5 | |
| Female coolie | 0.5 | |
| Waterman | 0.2 | |
| Half Brick Masonry -10 Sqm | Mason | 0.9 |
| Male Coolie | 0.6 | |
| Female coolie | 0.4 | |
| Waterman | 0.2 | |
| Solid Block Masonry -1.89 m3 | Mason | 2.5 |
| Male Coolie | 1.75 | |
| Female coolie | 1.75 | |
| Waterman | 0.2 | |
| Concrete Flooring 25mm Thk 10 Sqm | Mason | 1 |
| Male Coolie | 1 | |
| Female coolie | 1 | |
| Waterman | 0.1 | |
| Tile Skirting on Steps and dados – 1 Sqm | Mason | 0.6 |
| Male Coolie | 0.5 | |
| Waterman | 0.25 | |
| Tile Flooring – 1 Sqm | Mason | 0.4 |
| Male Coolie | 0.4 | |
| Waterman | 0.1 | |
| Smooth Finish Plastering – 10 Sqm and 12mm Thk | Mason | 0.75 |
| Male Coolie | 1.5 | |
| Female coolie | 1.5 | |
| Waterman | 0.15 | |
| Distemper Painting including Prime coat – 10 Sqm | Painter | 0.45 |
| Helper | 0.45 | |
| Steel reinforcement – 100 Kg including cutting and laying | Barbender | 0.8 |
| Helper | 0.8 |
Labour Output per day in Construction
| Manpower | Activity | Output (8 Hours) |
| Mason – 1 Male mazdoor – 0.75 Female Mazdoor – 0.5 |
Brick Work | 45 Cft |
| Mason – 1 Male mazdoor – 1 Female Mazdoor – 0.5 |
Wall plastering | 120 Sft |
| Mason – 1 Male mazdoor – 0.75 Female Mazdoor – 0.5 |
Ceiling Plastering | 90 Sft |
| Carpenter-2.25 Foreman- 0.2 Helper- 2.25 |
Shuttering Work | 11 Sqm |
| Bar Bender – 1 Nos Helper – 1 Nos |
Steel Work | 100 Kg |
| Tile Mason – 1 Nos Helper – 1 Nos |
Tile Work | 10 Sqm |
| Mason – 2 Male mazdoor – 1.75 Female Mazdoor – 1.75 |
Block Work | 2 m3 |
| Male Coolie – 5 Nos Female Coolie – 4 Nos |
Earth Digging | 1000 Cft |
If you want to update the manpower adequacy, then don’t forget to comment.
20 Comments
thanks……… agreed ….. Hats off
Always welcome..
Mason 0.13 means
please define me to use about labour escalation formula and labour weightage, material weightage .
for high rise building external mason per day can complete?
please give an explanation….how you get those values….?
HI mahesh,
Based on the Practical experience those values are approximately arrived for estimation purpose.
How to calculate labours quantity for particular works
The approx manpower estimation may come from the practical manpower usage of particular work.
Very useful articals
Area covered for plinth is 104.5 sm. How much per sm should I pay. Materials and labour is of contractor. He has used tmt bars, acc cement tie beam in it.Mail me on
In some works, masons have the values in points…. for ex 0.13! What this actually means
In-terms of Days
Can you guide me how to finalized ARC for (day to day works ) Civil works. how can rate justify, in ARC quantum is not fixed.
I need smal tile work…so please call me sir….site thoppur
WHY DONT WE DO CEMENT AND SAND BRICKES REQUIRED FOR 1SFT…IF NO GIVE AN EXAMPLE FOR 1SFT 1:6 CM
Hello Sir,
Thank you for providing an useful information could you please provide all type works with pdf or excel file it will help to us to get access any time
Thanks in advance
Any reference book to calculate labour productivity.
can you help me with what is the labor output per day for the seawall construction?
Thanks for this resourceful information. Any additional information alike, please share with me.