Build a temporary office, what is needed?
Cluttered workspace image source
Usually, in large-scale construction work of contractors who have a head office far from the work site, will build a temporary office around the construction work area to facilitate all administrative activities and reach to the job site.
This temporary office is not permanent and will be dismantled when construction work is completed, the interim office will coordinate with the headquarters regarding all construction activities on the work being done.
We'd better know what an office is, a need for labor and materials to build temporary offices with plaster floors.
Workspace in 1937, USA image source
The office has several rooms to support the activities of workers among others. [source]
- Workspace
- Meeting Room
- Supporting Room
The office functions as a recipient of information on commercial activities, information storage for when it is needed, information regulator, information provider and asset protector. [source]
The office has had a history of supporting human activities in the running of commerce to this day [source]. But today the office has evolved as needed.
Glass comb used as ventilation openings image source
This temporary office uses brick walls, multiplex, wooden frame, plaster floor and comb glass.
In accordance with the technical analysis of Indonesian National Standard No A 2.2.1.5 [source] which determines the m2 count then the example of the calculation is.
A count of the temporary office area.
| Information | Amount |
|---|---|
| Length x width | 8 x 12 |
| Amount | 96 m2 |
To complete 1 m2 of temporary office work is required.
| Information | Amount |
|---|---|
| Workers | 2.00 person per day |
| Carpenter | 2.00 person per day |
| Stonemason | 1.00 Person per day |
| Foreman | 0.30 person per day |
| Overseer | 0.05 person per day |
| Dolken wood Ø8-10 cm long 4 m | 1.25 stems |
| Wood | 0.18 m3 |
| Nail 2 "-5" | 0.08 Kg |
| Iron strips | 1.10 Kg |
| Portland cement | 35.00 Kg |
| Sand pairs | 0.15 m3 |
| Concrete Sand | 0.10 m3 |
| Stone dim. 15 cm | 0.15 m3 |
| Brick | 30 pieces |
| Zinc plate | 0.25 sheets |
| Glass window comb | 0.20 pieces |
| Plain Glass | 0.08 m2 |
| Door Lock | 0.15 pieces |
| Multiplex 4 mm | 0.06 sheets |
Up to finish 96 m2 of office while floor plaster is needed.
| Items | Informations | Amount |
|---|---|---|
| Workers | 2.00 person per day x 96 m2 | 192.00 Persons |
| Carpenter | 2.00 person per day x 96 m2 | 192.00 Persons |
| Stonemason | 1.00 Person per day x 96 m2 | 96.00 Persons |
| Foreman | 0.30 person per day x 96 m2 | 28.80 Persons |
| Overseer | 0.05 person per day x 96 m2 | 4.80 Persons |
| Dolken wood Ø8-10 cm long 4 m | 1.25 stems x 96 m2 | 120 Stems |
| Wood | 0.18 m3 x 96 m2 | 17.28 m3 |
| Nail 2 "-5" | 0.08 Kg x 96 m2 | 7.68 Kg |
| Iron strips | 1.10 Kg x 96 m2 | 105.60 Kg |
| Portland cement | 35.00 Kg x 96 m2 | 3,360.00 Kg |
| Sand pairs | 0.15 m3 x 96 m2 | 14.40 m3 |
| Concrete Sand | 0.10 m3 x 96 m2 | 9.60 m3 |
| Stone dim. 15 cm | 0.15 m3 x 96 m2 | 14.40 m3 |
| Brick | 30 pieces x 96 m2 | 2,880.00 Pieces |
| Zinc plate | 0.25 sheets x 96 m2 | 24.00 sheets |
| Glass window comb | 0.20 pieces x 96 m2 | 19.20 pieces |
| Plain Glass | 0.08 m2 x 96 m2 | 7.68 m2 |
| Door Lock | 0.15 pieces x 96 m2 | 14.40 pieces |
| Multiplex 4 mm | 0.06 sheets x 96 m2 | 5.76 sheets |
The use of window glass comb, plain glass, door locks and other materials are adjusted to a needs of a field so that no use of an excessive material.
A temporary office on large-scale construction work is a necessity to facilitate work and coordination in a field and with the head office.
This calculation is only as a basic reference may change in accordance with the needs of the field, such as reducing or changing the type of material and so forth so as to provide comfort to workers.
In accordance with the technical analysis of Indonesian National Standard to complete 96.00 m2 temporary office work with a plaster, a floor is required.
| Items | Amount |
|---|---|
| Workers | 192.00 Persons |
| Carpenter | 192.00 Persons |
| Stonemason | 96.00 Persons |
| Foreman | .80 Persons |
| Overseer | 4.80 Persons |
| Items | Amount |
|---|---|
| Dolken wood Ø8-10 cm long 4 m | 120 Stems |
| Wood | 17.28 m3 |
| Nail 2 "-5" | 7.68 Kg |
| Iron strips | 105.60 Kg |
| Portland cement | 3,360.00 Kg |
| Sand pair | 14.40 m3 |
| Concrete Sand | 9.60 m3 |
| Stone dim. 15 cm | 14.40 m3 |
| Brick | 2,880.00 Pieces |
| Zinc plate | 24.00 sheets |
| Glass window comb | 19.20 pieces |
| Plain Glass | 7.68 m2 |
| Door Lock | 14.40 pieces |
| Multiplex 4 mm | 5.76 sheets |
This calculation is only an example and can be used by anyone, this calculation is in accordance with the technical analysis of Indonesian National Standard and can be adjusted to the needs of the field.
This calculation is consistent with the knowledge I received while studying at the University of Malikussaleh, Aceh.
This is the only thing I can write on this occasion, over all the mistakes and lack of unintentional writing as a servant of God, I apologize.
Thanks to friends who have visited this blog and provided constructive comments, as well as scientists who are willing to sacrifice their time for a better civilization.
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