Vikas Khand Kudraha ke P.S. Pasda mein MDM shade ka nirman karya

Excavation in Foundation in ordinary soil (Loamclay or sand) including removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches (SI. No.251)

Concrete with 4cm gauge brick ballast, sand of 1.25 F.M. and cement in proportion 1:5:10 in foundations and under floors including supply of all materials labour and tools and plants etc. required for proper complation of the work.si no 274

RCC raft foundation and footing with 4 cm gauge stone ballast in 1:1.5:3 including labour T&P complete as per SI NO 287(A)

RCC 1:1.5:3 in column with 20 mm stone grit including labour T&P complete as per SI NO 288(A)

Brick work in 1:4 cement and C/ sand of in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work As per S.I. No. 305 B

Earthwork in Cutting or inembankment in ordinary soil (Loamclay or sand) including the ramming and dressing the surface to required levels slopees as directed by the E/I (SI No. 253A)

Brick work in 1:3 cement and Coarse sand of in superstructure including supply of all material, labour tools and plants. etc. required for proper completion of work As per S.I. No.307. 310a

RCC work in 1:2:4 with cement, coarse sand and 20 mm stone grit of banch including labour T&P complete as per SI NO 283

Mild steel or iron in plain work such as in reinforced concrete work to required shape as necessary including dending for proper completion of the work and including supply of steel its wastage. Bend books and authorized overlapping shall be measured. SI No. 504

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. DSR 10.16.1