S.R to Pralakhemundi-Gumma-Serango Road from 0.000 Km to 1.000Km, 2.000 to 2.500 Km, 3.500 Km to 5.000 Km,5.500 Km to 12.500 Km Such as laying of SDBC during the year 2026-27.

Excavation of soil with hydralick excavator of 0.90cum bucket including cutting and trimming bottom and side slopes in accordance with the requirements with all leads and lifts as per specification and direction of the Engineer in charge.

Providing laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix ix plant , carriage of mixed material by tipper to site laying in uniform lyers with paver in sun-base / base course on well prepared suface and compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specifications for Road & Bridge works. including cost, conveyance, royalties of all the materials and cost of all labour , labour CESS and T&P required to complete the work and finished in all respect as per the direction of the Engineer-in -charge.

Providing and applying primer coat with bitumen emulsion on prepared surfaceof granular base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using meachnical means as per clause 502 of MoSRT&H specification for roads & Bridge works. including cost, conveyance, royalties of all the materials and cost of all labour , labour CESS and T&P required to complete the work and finished in all respect as per the direction of the Engineer-in -charge.

Providing and applying tack coat with bitumen emulsion using emusion pressure distributor at a rate of 0.20kg per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification or road & Bridge works. including cost, conveyance, royalties of all the materials and cost of all labour , labour CESS and T&P required to complete the work and finished in all respect as per the direction of the Engineer-in -charge.

Providing and laying semidence bituminous concrete with batch type hot mix plant using crushed aggregares of specified grading , prmixed with bituminous binder 60/70 penitration grade of bitumen , transporting the bot mix to work site , laying with a hydrostatic paver finisher with sensor control to required grade , levl and alignment rolling with smooth wheeled vigratory and tandem rokkers to achive the desired compactin as per clause 508 of MoSRT&H specification for road & Bridge works. including cost, conveyance, royalties of all the materials and cost of all labour , labour CESS and T&P required to complete the work and finished in all respect as per the direction of the Engineer-in -charge.