Construction of Boundary Wall and External Work Government Girls Degree College at Malerkotla

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge.

Reinforced cement concrete M-20 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)

Reinforced cement concrete M-20 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.

Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain)

Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels

Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) 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 placing in position complete

Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005.