S/R to Nuapadar Jn to Dangerikia such as Pot hole repair with PMC seal coat from Ch 0/000 to 1/750 Km for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of tres cut earlier and disposal of unserviciable material and stacking of serviciable materials to be used up to lead of 1000m including removal and disposal top organic soil not exceeding 150mm in thickness as per the direction of the EIC

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 and compacting graded stone aggregate of 53mm to 22.4mm size using Gr-III size granite metal to Water Bound Macadam specification (75mm compacted thickness) includingspreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonne in staes to proper grade and camber applying and brooming requisite type of screening/ binding materials as crusher dust to fill up the interestices required density as per approved drawing and technical specification and as per the Clause 404 of MoSRT and H specification for Road and Bridge works (latest 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 0.3kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision) Over granular base (3kg/10Sqm)

Over BT surface (2kg/10sqm)

Providing surface dressing with 12kg penetration grade of bitumen and 0.15cum of 19mm nominal size chips per sqm and rolling with PRR including hire and running chagges of PRR but excluding cost and conveyance of chips (To be used for minor repair works)

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 agrrgate of specified grading pemixed with bituminous binder @ 4.5 to 5.0 percent and mix filter transportiing the hot mis to the work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibragory and tandem rollers to achive the desired compaction as per MoRTH specification clause No.508 etc. complete in all respect.