Special Repair to Kothi No. 31-E Model Town Patiala

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 lead of 30 metres.

Cement concrete 1:8:16 With stone aggregates 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

Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Reinforced cement concrete M-20 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 superstructure.

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.

12.5 mm thick cement plaster 1:5