Earthwork in rough excavation, banking (embankment) excavated soil in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 ton roller or wooden or steel rammers & rolling every 3 rd & top most layer with power roller of minimum 8 tons capacity & dressing up in embankments for roads, flood banks etc. lead up to 50 m. & lift up to 1.50 m.

B1 - ROUGH EXCAVATION / BANKING IN ALL KINDS OF SOILS

Project / Reference No. / Item Designation
DESCRIPTION

QUANTITY

UNIT

RATE

AMOUNT

Labour: ( Details Per M3 )
Foreman No.
Mazdoor No.
Waterman  No.
Power Roller Hire Charge per day PD
Material:
Diesel Litre
Carriage:
Diesel Kg
Sub Total:

 

Sundries & Contingencies *** %  
Water + Electricity %  
Taxes (Contract / Sales etc.)  %  
Over Head + Profit  %  
Cost Per 10 M3 of Earthwork

 

           

          

Enter Current Rates for Labour, Material, Taxes etc. & Click Rate Button above.

*** Includes Hire cost of 1 / 2 ton roller @ 1.5 %.

S U M M A R Y

Labour Rs/M3     Material Rs/M3    OTHER Rs/M3    
Labour               Material + Carr   OTHER              
OTHER = Total Rate - Labour - Material - Carriage
Data as per IS: 7272 - Part I - 1974
This is a sample program from SUPER RATE ANALYSIS SOFTWARE.
For more info Contact:
Mr. Yusuf A. Agboatwala,
1802, Jamuna Amrut, 219, Patel Estate,
S. V. Road, Jogeshwari (West), 
Mumbai 400102.
Phone: 26783525
Cell: 9820792254
Email: yaa@supercivilcd.com
URL: www.supercivilcd.com