Construction of CC road and drain from Anwar house to Abul Hasan house via Sanaullah house in ward 10 of Nagar Palika Parishad Jais

Earth work in Excavation in foundation in ordinary soil including lead upto 30m & lift upto 1.50m & filling watering of excavated earth into the trenches or space between the sides of foundation & building.(S.I.no.251)

Class -150 brick work in 1;4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Si No. 305B

Construction of granular sub-base by providing Well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam III specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Cement Concrete pavement thickness as per design over a prepared sub base with M 30 grade cement or any other type as per clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixture of not less than 0.20 cum capacity and approved appropriate weight batcher using approved mixed design laid in approved fixed side formwork curring of concrete slabs for 14 days curring compounded (where specified) and water finising to lines and grade as per drawing and technical specification clause 1501

Earth work in embankment mechanically completed to 100% procter density in ordinary soil ,excavation to be in the form of regular pits not exceeding 1/2 meter C 20'' in depth an earth work in embankment to be in 20cm layers including ramming and dressing the surface requird levels and slopes in also including 1.5m lift ans 30m lead. The earth rom cutting to be used in making embankment are to be deposited as spoil banks with in 30m distance as directed by engineering incharge as per P.W.D schedule N.S.20-3

12 mm thick neat plaster

25mm thick 1:2:4 Plain cement concrete floor with cement, approved coarse sand and 20mm grit.Si no. 279

S/F of Informatory Sign board as per drawing and technical specification