DLHS Rd(near DFO Selvi) toPanbari AIR Tower

Amount

Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness.. i) By Manual means A. In area of non throney jungle.

Contruction of Embankment with Material Obtained from Roadway Cutting: Contruction of Embankment with approved materials depoite at site from Cutting and excavation from drain and foundation of other .... Requirement of table 300.1 and 300.2 as per technical specification Clause 300.5

Contruction of Embankment with Material Obtained from Barrow Pits: Contruction of Embankment with approved material obtained from barrow pits with a lift upto1.5m,trasporting to site,preading,grading to required.. table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 300.5.(i)Privated Land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per technical specification Clause 300.1

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 three wheel 80-100 KN static roller capacity to achieve the desired denity, as per technical specification Clause 402.1

Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thikness,hand packing roller with three wheel roller 80-100KN in stages to proper grade and camber,applying and brooming stone sceening/binding materials to fill up the intertices of coarse aggregate,watering and compacting to the reqired density grading 3 a per technical specification Clause 405.(3)WBM Grading-3 A.By Manual Means.Uing Screening Type -B(11.2mm for Gr.III)

Inter locking concrte Block pavement (A)Inter locking pavement biock. i)Providing and applying Inter locking concrte Block pavement (M40) having thickness 80mm as per technical specification Clause 1504 complete inciuding carriage inter locking concrte Block pavement. a)including Edge block/Edge restraints.

Construction of gravity type R/wall

Construction of 1000mm dia H.P. Culvert NP-3 (single )

Surface Drains in ordinary Rock (construction of unlined surface drains cross sectional area 0.40. technical specification Clause 307. Excavated material to be used in embankment at site .A Mechanical means