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What is the wastage ratio for steel bars at site?

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Question ajoutée par Mohamed Sulaiman , Site Project Manager , Al tabarak for Engineering & Contracting company
Date de publication: 2014/02/22
Wolf Klaas Kinsbergen
par Wolf Klaas Kinsbergen , Managing Director, Designer , ingenieursbureau KB International NV

3-4%, if more then you need to say what happens on site........

Mohammed El Sayed
par Mohammed El Sayed , Project Manager , United Engineers

5% should be the max wastage ratio, it mainly depends on the spans and heights of your reinforced construction elements.

Utilisateur supprimé
par Utilisateur supprimé

Usually5% of the total weight, But you should consider the dimension and total quantity which relates the wastage. then to put the persentage accordingly.

Mohammad Zahid
par Mohammad Zahid , Civil Site Engineer , Larsen & Toubro Limited

It varies from2%-4%

Engr. Babar-uz-Zaman Khan
par Engr. Babar-uz-Zaman Khan , Civil / Planning Engineer , Precision World National LLC

5% should be the max wastage ratio

Sohaib Ashraf
par Sohaib Ashraf , Resident Engineer , Meinhardt Pakistan pvt LTD

Up to5%

Naveen Nishchal Pandey
par Naveen Nishchal Pandey , Site Engineer - Civil , Glair Infrastructure Limited

not more than5%

Francis Abastilla
par Francis Abastilla , Landscape Design and Estimation , ABV Rock Group

In actual site work based on my experience, the wastage is around7%, itemized as follows:2% recyclable and could be sold,3% cut pieces are used as dowels or shimmings, and2% could be recorded as bad debt for they are lost in the construction process. These data were taken from5 projects costing more than3 million U.S. dollars each approximately.

Rajtosh Kumar Jha
par Rajtosh Kumar Jha , MEP Engineer , Ashwin Hospital and Medical College

Mr Francis is right....

nomanuddin khwaja
par nomanuddin khwaja , Project QA QC Engineer , Mirage Leisure & Development

it depends on the design also as above maximum is5% but here In my current site vwastage may be more than5% because main bar is32mm standard length is12m requried length is10.8 each pile13 bars are used total piles are more than three hundred other wastage are excluding this.

Albert Teo
par Albert Teo , Project Director , Yaw Sheng Sdn Bhd

Commonly accepted as 5%, many factors affecting this ratio. A detail analysis for one example of a 3-storey high office building producing a wastage ratio as high as 17%+. You won't believe until you face one, just a matter of chance by luck (if you lucky enough to get 5% wastage across all your building projects). Hopefully you won't be liked me fighting for reimbursement, went through several weeks of detail analysis figuring out where went wrong. You finally found high residue rebar, and cannot be re-used elsewhere, even those can be re-used, still resulting in wastage. Timing of bar bending also play a huge part, for example, large quantity of short rebar in the beginning, and those short residue rebars in the end have no place for. Adding in another dimensions of complication, needing to consider cash flow of the project. Good luck to all us engineers.

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