Vikas Khand Ghosi ke Gram Panchayat Sarya Ganesh me Chandrama ke ghar se Kerma Mahrupur Siwan Tak Nali and Patiya Nirman Karya

Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches as per SI. N0. 251NS.

First class brick work in 1:4 cement and coarse sand above 2.25 F.M. mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work. as per SI. N0. 305

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.as per SI. N0. 275

Plaster in 1:4 cement fine sand as per S.I.584

2.5 Cm thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm. gauge approved graded stone laid in panels finished with 3mm floating coat of neat cement including supply of all material, labour and T&P etc required for proper completion of the work as per SI No. 601(b)

Providing and Laying 110 mm P.V.C Pipe incuding all

Providing and Laying R.C.C. in 1:2:4in Lintels as per S.I.283

Mild Steel Work in R.C.C. including Cutting and Bending of Steel S.I.504