6. Gram panchaayat tarahatee kaalinjar mein madhee daee kee shesh cc se belaataal maarg kee or cc road ka nirmaan kaary.

Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , and Trees of Girth upto 300 MM Removal of Stumps of Such Trees cut Earlier and disposal of Unserviceable Materials and Stacking of Serviceable Material to be used or Auctioned upto a Lead of 1000 M Including Removal and Disposal of Top Organic Soil not Exceeding 150 MM in thickness as Per Technical Specification Clause 201.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

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.

W.B.M. Grading-3-Providing, laying,spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheel roller80-100 kN in stages to proper grade and camber, applying and brooming,stone screening/binding materialto fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift lift and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1

S/F of approved signboard including painting and writing etc.