Construction of New Ladies Washroom in lieu of Existing Washroom in the Office Premises of Drainage cum Mining and Geology Division 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 Mtr. depth including dressing of bottoms and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr.

Cement concrete 1:4:8 (b) With stone aggregate 40mm gauge (i) mixing by mechanical means

First Class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Damp proof course 4cm thick cement concrete 1:2:4 with 2 Coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded

First class burnt brick work laid in cement sand mortar 1:4 in first Storey upto 4 meters above plinth level

Centring and shuttering for flat surfaces such as Suspended floors,roofs, Landing, 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) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending ,binding and placing in position complete

Terracing Consisting of Tiles 22.86x11.43x3.83 cm laid over 25 mm mud Plaster7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing.

Providing and laying 12.5 mm thick cement plaster 1:3 including supply and carriage of material from approved quary, loading and unloading complete in all respect.