Construction of RCC drain from the culvert of the big drain to Krishna Public School in Ward 40, Mohalla Sant Vihar

(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move

Disposal of Malwa upto 8 km distance from work site +all comp.of work

Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273.

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 1:4 with Cement and four course sand including supply all material and labour, T & etc.

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

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

Mild steel or iron such as in plane reinforcement concrete.

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

Laying spreading and consolidation of 12 cm (loose) thick coat of stone ballast but excluding roller charge As per SI no 755 b

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.

S/ fixing shine board at site +all comp of work