Gram sabha jakkhinee mein ranjeet singh ke makaan se hote hue chandrama singh ke makaan se hote hue vijay yadav ke makaan se hote hue pancham yadav ke makaan se hote hue lakshman ke baari ke paas tak maarg ka nirmaan kaary.

Earthwork in cutting/Filling 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

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meter SPECIF. NO 697

Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth 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 30m, from the foundation trenches including all T & P phowarah and basket etc. complete. S.I. No-251

Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273

Laying cement concrete PCC road with 2cm gauge approved stone ballast approved coarse sand and cement in the proportion of 1:2:4 incliding supply of all materials labour and T and P etc required for proper completion of work . 279(b)

M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305

12 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584

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 Specification Clause 401.

Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work. S.I. No-574

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.