Construction of Auditorium in DIET Building at Rupnagar For Structure only

CIVIL WORKS Excavation in Soil (any type) using Hydraulic Excavatior CK 90 with hydraulic excavator of 0.9 crun 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 containg gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consoildating lead upto 30 meters (34+63=97+5.35%=102.19)

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

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

Reinforced cement concrete M-25 mechanically 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)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.

Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gauge and 100mm sand filling using mechanical mixer for mixing of material

115mm thick brick wall in cement sand mortar 1:5 without reinforcement in superstructure

12.5 mm thick cement plaster 1:5