Repair to H.L. bridge over river Kuakhai on Jhinkiridihi to Pratapanagar road_Road_Bridge approach -PMC,SC- and railing colouring0.000 to 0.500

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceable materials to be used or auctioned upto a lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of Engineer-in-charge.

Dismentaling Old cement plaster from wall surface including racking out the joints 12mm deep and removing the debrises within 50mtr lead etc. complete as per direction of Engineer-in-charge.

12mm thick cement plaster (1:6) including all cost and conveyance, royalty, taxes of all materials etc.complete as directed by the Engineer in Charge.

Painting two coats over wood work with approved Enamel paint over a coat of primming, including cost and conveyance of all materials to site, and all labour charges etc. complete as per direction of Engineer-in-charge.

Providing laying spreading & compacting graded stone aggregate to WMM specification incl premixing the material with water at OMC in mech mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT &H Specification for Road & bridge works etc. complete as per direction of Engineer-in-charge.

Providing and apppying tack coat with bitumen emulsion RS at the rate of 0.20kg - 0.30 kg per sqm on the prepared bituminous/granular surface etc. complete as per direction of 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 achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

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 etc. complete as per direction of Engineer-in-charge.