In village Shaifkhanpur interlocking from Fakir Basti Nisar Ahmed house to Ram ji house and from Babulal house via Kali Road to Dilip Patel house and from CC Road to Ramachal Prajapati house and from CC Road to Mallu Prajapati house and to Islam hous

Dismentling of old damaged pavement i/c stacking dismentled material with in 60m in distance as directed by engineer incharge

Earthwork in cutting or in embankment in ordinary soil by carted earth from 2.0 kms including leveling dressing & ramming the same etc all Complete as per SI 253

Resoling with serviceable material obtained

Construction of Embankment with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5.

Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surpluse earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches. (Excluding Royality Rs. 30 ) As per S.I. No. 251 Excluding GST

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305

12mm thick plaster with 1:4 cement and find sand morter over brick or stone masonry work including supply of all materials, labour ,T&P etc. required for proper completion of the work . Exculding GST. As per S.I. No. 597©

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying stone screening/ binding materials to fill up the intersticks of coarse aggregate,watering and compacting to the required density Grade 3 as per technical specification clause 405.