NH6 to Sayan

Clearing and Grubbing road land incl. uprooting rank vegetation,grass, bushes, shrubs,sapling and tree girth upto 300 mm,removal of stumps of trees cut earlier and disposal of unserviciable materials and stacking of servicable material to be used or auctioned,upto a lead of 1000 metres incl. removal disosal of top organic soil not exceeding 150mm in thickness etc. complete and as per direction of Engineer-In-Charge

Flank dressing to proper camber etc. Complete and as per direction of Engineer-In-Charge

Poviding,laying spreading and compacting graded stone aggregate to wet mix macadam specification incl. premixing the material with water at OMC in mechanical mix plant,Carriage of mix material by tipper to site ,laying in uniform layer with paver in sub base/base course on well prepared surface and compoacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specification for road & bridge etc. complete as directed by the Engineer-In-Charge.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous surface etc. complete and as per direction of Engineer-In-Charge

Providing and applying tack coat using 60/70 grade of Bitumen at the rate of 0.20 kg per sqm on the prepared old BT surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) etc. Complete and as per direction of Engineer-In-Charge

Poviding and laying semi dense bituminous concete with batch type hot mix lplant using cushed aggegate of specified gading pemixed with bituminous binder of 60/70 penitration gade of bitumen tanspoting yhe hot mix to wok site laying with hydostatic paver finishe with sensor control to the equied gade level and alignment rolling with smooth wheeled vibratory and tandom rolles to achieve the desied compction as per clause 508 of MORD specification for road and bidge wok(4th Revision)

Labour for laying 20mm thick PMC using 0.27cum of 13.2mm to 5.6mm size hgcb chips and 14.6kg penetration grade of Bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR,HM Plant,Bitumen boiler and all other T&P articles as per direction of EIC

Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering including painting etc complete and as per direction of Engineer-In-Charge

Guard post

Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete and as per direction of Engineer-In-Charge

200 mt. Stone

Km Stone

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surface /Concrete surface as per drawing etc complete

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 to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision)

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