number of days/Productivity norms

Milinde made this offer 4 1/2 years ago. I'm locking this thread to avoid any more "me too" replies.

Dear Mr.Milind Pandhare,

Sir, I am in need of producivity norms of equipments includes excavator, Dozers ,Showel ,Graders, transit mixers, rock breaker, rollers and cranes , other civil equipments .

producivity norms of civil manpower and structural manpower includes carpenter,fitter, mason, steel fitter,welder, rigger, all helpers. Pls send xcel format if you have ...,,,,

Dear Mr. Milind Pandhare,

Sir, I am in need of producivity norms of equipments includes excavator, Dozers ,Showel ,Graders, transit mixers, rock breaker, rollers and cranes , other civil equipments . 

producivity norms of civil manpower and structural manpower includes carpenter,fitter, mason, steel fitter,welder, rigger, all helpers. Pls send xcel format if you have ..........  

Dear all,

Could any one have productivity norms for earthworks substructure activities shoring,piling,earthworks including storm line, sewer line, low voltage medium voltage etc. Please forward me to my email id at (use private message service)

Regards,

Sunil

Hi Milind, 

Could you please send me the details to [email protected]

Hi Milind,

Can you send me that file too @ [email protected]

Regards.

Hi Milind



You should use the PP message service for this type of contact so send your email address to vrindra by that route.



Otherwise you will be subject to the usual feeding frenzy of "me too please".



Best regards



Mike Testro

Dear Vrindra ,

I have one excel sheet with

the Output rate for Excavators (Different Model )

Dozers ,Showel ,Graders sort of Earthwork Machinary

thease output rates are for Gulf region

email me on

..............

i will send you that file

It depends on how many excavators u want to deploy and what is ur contract duration. Howver, as a thumb rule, if u r doing excavation for a trench and location is within UAE, then with a normal excavator of 0.5m3 bucket capacity, we consider 28m3/hr as standard productivity rate.



Check the drawings first. If depth is more, then apply some efficieny factor too.



You may please get book on Construction equipment management by peurifoy to study further. (Approx. AED 550/-)



Dewatering depends on the water table. Ur Consultants must have carried out geotechnical investigation. Get the report and check the water table and compare with ur drawings.

It’s all there under the rates section in this forum.



If u want anything else, plz do let us know



Ravi

Hi Vrindra



Its not just the capacity of the digger - its also the haul away rate that has to be calculated.



This depends on:



Nr and capacity of the haul trucks - allow about 10% for bulking.



Haul disnce in Km * 2 for return * kph = turn round time



+ 10 mins each for load and tip = m3/hr for haulage.



This should be marginally shorter than the digger output so you have one truck waiting.



Best regards



Mike Testro

HI VRINDA

WHT NORM YOU REQUIRED