CONSTRUCTION OF THREE PERMANENT COURT ROOMS AT THE JUDICIAL COURT COMPLEX SAMANA, DISTT. PATIALA (PUNJAB)

CIVIL WORKS

Construction of Main Building

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres

Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type

Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.

Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )

Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)