SR Dakapadr to Kandikuti Phulbani block Boundary via Nagirigudari ,Pipudei,Kiridibata Village such as WMM And SDBC in the district of kandhamal for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Clause 305 of MoRT and H Specifications for Road and Bridge works

Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specifications for road & bridge works.(4th Revision)

Providing and applying primer coat with bitumen emulsiton on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 06kg/sqm using mechanicval clause 502 of MoSRT & H specification for road and bridge works (4th Revision)

Providing and applying tack coat with bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6kg/sqm using mechaical clause 502 of MosRT&H specification for road and bridge works (4th Revision). (5.01) Over Granular Base (3kg/10 Sqmt)

Over BT Surface (2kg/10 Sgmt)

Providing Surface dressing with 12 Kg penetration grdae of bitumen and 0.15 cum of 19mm nominal size chips per sqm and rolling with PRR including hire and running charges of PRR but excluding cost and conveyance of chips. (To be used for minor repair works Unit=Sqm

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects