Bhagwanpur ke sarwaeshwari nagar colony me rama chatrawas se shree keshav singh kea was tak bhumigat jal nikasi aur CC road nirman karya

Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253

Disposal of extra exvated(westage) earth up to 8.00 km.of distance from site i/c all.

Dismantling of B.O.E Soling , Flat Brick SOR 2.6(d).

Concrete with 4 cm gague brick ballast sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors including supply of all material labour T&P etc.required for proper completion of work as per sl. No.273

Providing and laying 350 mm dia NP 3 RCC hume pipe including collar/spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joints

Earthwork in cutting or in Embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required including cartage from 6 km distance

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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.

Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504 Red Colour

Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504 Red ColourGrey Colour