S/R to SH-1 to Pankuanuagaon such as SDBC from Ch 0/000 to 1/000 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)

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 0.2kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision) Over B.T.surface (2kg/10sqm)

Providing surface dressing with 12kg penetration grade bitumen and 0.15 cum of 19mm size nominal size chips per sqm and rolling with PRR with hire and running charges of PRR but excluding cost 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 out put of 75 tonne per hour using crushed saggregate of specified grading premixed with bituminous binder @ 4.5 to 5 per cent of mix and filter transporting the hot mix to work site laying with a hydrastatic paver finished with sensor control too the require grade level and alignment rolling with smooth vibratory and tandem rollers to achieve the desired compaction as per the specification of MoRT&H Cluuse 508 complete in all respect.

Supplying fitting and fixing of 15cm dia 1.00m long guard post of RCC M20 using 3.5kg steel for each guard post with 20mm down graded chips including cost of all materiasls reiinforcement centering shuttering and watering etc. complete as per the specficiation and direction of Engineer-in-Charge

Providing and erecing direction and place identifictions of semi reflective sign oards of size upto 0.90 sqm as per IRC:67made of 2mm thick M.S. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective boarder of 70mm width and required message letters figures with reflective engineering grade tape as per MoRD specificationsof required shade and colour. supported and welded on 47mmx47mm of 12 sWG square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron onedges nn back firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing and MoRD technical specification Clause 300,800,1700 as per the direction of the Engineer-in-Charge (Inter mediate board)