Construction of drain and road with interlocking tiles in Tariq Hafeez Wali Gali in Purva Mahavir in Ward 49.

Earth work in filling

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work

12 mm thick plaster with1:4 Cement and four course sand including supply all material and labour, T & P required for proper completion of work

Cement Concrete with 2.0 cm. gaug;e Approved stone grit coarse sand & cement in the proportion of 4:2:1 including supply of all material labour tools and plant etc required for proper completion of work

Supply and stacking 53mm to 22.4mm size stone aggregate.

consolidtion of stone ballast by hand rammer i/c opening out stacks sorting kankar into three sizes,repairing patches in existing road surface with kankar making medhi to retain water and ramming and also i/c carriage of metal upto 30 mtr carriage of water 200 mtr supply and maintenance of barriers and all tools and plants required for proper completion of work ,kanker to be supplied to the contractor free at site but upto 10cm loose thick coat but excluding roller charge

Supplying & fixing 80 mm thick Precast cement concrete I shape inter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimention 200x(160+120mm) of op cement, smooth high gloss finish, skid resistant, manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than 40MPa and weight 4.5 kg per no. including cost of meterial, with blanket layer of 4.00cm thick fine sand including labour T& P etc required for proper completion of the work as directed by Engineer-in-charge.

RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge.

Mild steel or iron such as in plane reinforcement concrete.