SR to Tikabali to Keutasahi for the year 2025-26 in the dist. Of Kandhamala

Providing , laying, spreading and compacting stone aggregates using IRC GR-III size granite metal to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonne in stages to proper grade and camber, applying and brooming requsite type of screening / blinding materials as crusher dust to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision). etc complete as per direction of the Engineer-in-charge .

Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared WBM / WMM surface etc complete as per direction of the Engineer-in-charge .

Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete as per direction of the Engineer-in-charge .

Labour for 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) .

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.

Costruction of embankment with approved material obtained from borrow pits with all leads & lifts transporting to site by mechanical means with a leads of 5 km spreading grading to required slope & compacting to meet requirement etc complete as per direction of Engineer in Charge.

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