Renovation of water regulation office at tail control and SDO office

Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:- (b) For semi-conglomerate soil of the nature of pick jumper work.

Cement concrete 1:5:10with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 8:16and100mm sand filling using mechanical mixer for mixing of material

Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material.& staking the serviceable material with all lifts& lead of 100 metre (By Mechanical Means)

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

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 foundation and plinth

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 binding, bending and placing in position complete

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

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