Special Repair of Gandhichhak to Madhupur via. Nuamunda road from Ch. 7/00 to 17/621Km and 8/000 to 10/955Km the district of Jharsuguda for the year 2026-27.

Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth up to 300 mm removal of stumps etc complete as per direction by the Engineer-in-charge.

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20Kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom as per clause 503 of MOST m & It specification for road and bridge work etc. complete as per direction by the Engineer-incharge.

Providing & alyaing bituminous macadam with hot mis plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transported to site laid over prevouuslyt prepared surface with hydrostatic paver fimnisher with sensore control to the required grade level & alingment Y roling with smooth wheeled vibratory & tandem rolers to achieve the desire compaction as per cluse 504 of MoSRT&H specification for road and bridge works etc complete as per direction by the Engineer-in-charge.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achive.to the bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transprted to site, laid over a preniously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and aligment etccomplete as per specification and direction of Engineer in Charge.

Construction of Moorum Sub-base by providing Moorum & sand admixture spreading in Uniform layers with Tractor grader on prepared surface mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density etc complete as per dircetion by the Engineer-in-charge.

Providing and laying water proofs with polymeric bituminous membrane ( Plasic felt) of 2.25 kg/sqm and 2mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high density polythene H.M.H.D.P.E. film of grade 2504 including primming the surface with bituminous primer @ 0.3 kg/sqm providing a coat of hot blown bitumen of 1.32 kg/sqm, applying and laying plastic felt membrane with 10cm overlap adhered to blown birtumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen @ 1.2 kg/sqm etc complete

Reinforced cement concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position Km stone 200 m stone (Precast)

Prviding and direction and place identification retro-reflectorised sign as per IRC 67-2012 made of class B retro reflective sheeting of high intersity and high intersity prismatic grade sheeting as per ASTM D 4956-09 Type - III and IV strictly confirming to clause 6.7 of IRC 67-2012 and vide clause 801.3 fixed over Aluminium sheeting 2.00 mm thick as per clause 6.5.2 of IRC 67-2012 or A.C.P ( Aluminium composite panel) used for signboards with a thermoplastic core of low density polythylyne (LDPE) between twwo Asset Board etc completed as per direction by the Engineer-in-charge. 800mm x 600mm rectangul

900 mm Equilateral Triangle

600 mm x 450 mm Rectangular