STMC work for 4 Nos. of Roads for an aggregated length of 21.693 km under Sambalpur (R and B) Division-II (Package-6)

Dubku To Manapali via Charpada, Masnikani, akinabaga and Kolbahal road from 0/00 to 4/470km Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B. metal of 0.45cum & 12.0kg of penetration grade of bitumen in one layer with 0.12cum of 12mm size B.H.G.C.B. chips as key stone per 10sqm and laying & spreading as per Technical Specifications and as per Clause -506 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler

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.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Khunchum Khatam to Karlakhaman road 0/000 to 2/700km and 24/490 to 28/672km Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes

Maintenance of Earthen Shoulder (filling with fresh soil)- Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B. metal of 0.45cum & 12.0kg of penetration grade of bitumen in one layer with 0.12cum of 12mm size B.H.G.C.B. chips as key stone per 10sqm and laying & spreading as per Technical Specifications and as per Clause -506 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler