Rora Railway station ke peeche Bajrangwali mandir se Prarambh hote huye Bhatpura Phoolpura se hote huye Rora damar tak road ka nirman karya.

Earth work in cutting in moorum mixed. soil (in Bundelkhand areas, requiring use of special T&P such as pick axes and sabbals etc.) excavation to be in the form of regular pits not exceeding 1/2 meter (20'') in depth including ramming and dressing the surface to required, levels and slopes and also including 1.5 m. (5ft), lifts and 30 m. (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within two km. distance including cost of royalty as directed by Engineer-in-charge

Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 400.1

Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405

Providing and Laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site

Supply and fixing of sign board including painting and lettering as directed by Engineer-in-charge.

Excavation in foundation in moorum mixed soil(in Bundelkhand area) including lift upto 1.5 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or 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 Engineer-in-charge a distance of 30 m. from the foundation trenches.

Cement concrete in 1:6:12 with cement, sand and 22.40-53 mm granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. required for proper completion of the work .

M 150 brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in foundation and plinth in one brick thick wall including supply of all materials, labours and T&P etc. required for proper completion of the work .

Cement, concrete in 1:2:4 with cement, coarse sand and approved 20 mm. gauge granite stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work.

12 mm thick plaster in 1:4 cement sand mortal including supply of all materials, labour and T&P etc. required for proper completion of the work.