Repair to Bridge over Salia Water Channel at 2nd km. on PWD road to Bengarajpali raod_Road_Railing and guard post,and repair to both approaches0.000 to 0.200

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 as per direction of Engineer-in-charge.

Providing granular sub-base by providing close draded granular sub base Grading -III material as per table 400-1 spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with vibrator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRT&H specification of road & bridge works

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 worksprepared surface , mixing by mix in place method with vibrator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRT&H specification of road & bridge works

Providing and apppying primer 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 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 Engineer-in-charge.

Providing and laying 20mm thick premix carpet using 0.018 cum of 13.2mm and 0.09 cum of 6mm size H.G.chips with 14.6 kgs of bitumen for 10 sqm over tack coat using bitumen @ 0.48 kg/sqm including all cost, carriage, royalty of H.G. chips , cost of maxphalt, H&R charge of PRR.etc. complete as per direction of Engineer-in-charge.

Providing and laying 6mm thick pre coated Seal coating using 0.06 cum of H.G.chips 6.7mm size of approved quality and 6.8 k.g of bitumen per 10 sqm, rolling with PRR etc complete including cost, carriage,royalty of H.G. chips 6mm size, sand, maxphalt and H&R charge of PRR etc.

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.

Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.