S/R to Dalabadi Chhaka to Burupada via Sidingi_Road for the year 2026-27

Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal & disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Providing laying spreading and compacting stone aggregates of IRC Grade-III 53 mm to 22.40mm to WBM specification compacting to 75mm including spreading in uniform thickness, hand packing roling with three wheeled steel roller 8-10 tonne in stages to proper grade and camber applying and brooming requisite type of screeming/ binding materials to fill up the interstices of course aggregate, watering and compacting to the required density as per clause 404 of MoRST&H specification for Road and Bridge work (4th Revision) including cost of all materials, labour conveyance, Cess etc compelte as per direction of EIC

Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT&H etc. complete as per direction of the Engineer-in-Charge.

Providing & applying tack coat with Bitumen Emulsion using emulsion pressure distributor @ 0.30 Kg per Sqm on the prepared WBM/WMM surface and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

Providing & applying tack coat with Bitumen Emulsion using emulsion pressure distributor @ 0.20 Kg per Sqm on the prepared bituminous/granular surface and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

Providing & laying for surface dressing with 12Kg. Penetration grade of bitumen and 0.15 cum of 19mm nominal size chips per 10 sm and rolling with PRR including hire and running charges of PRR and including cost and conveyance of chips etc complete in all respect as per technical specification & as per direction of Engineer-in-Charge.

Providing and laying semi dense bituminous concrete of 13.2mm to 5.6mm crusher stone chipping and 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specification for road & Bridge works (4th Revision) with cost,conveyance, royality including cost of all labour,T & P articles including cost, conveyance, royality, DMF (10% over Royality), EMF (5% over Royality), Addl Charges, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by mechanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including royalty charges and cost of all materials labour charges,machineries, T & P cess etc required for the work complete as per direction of E.I.C

Providing and fixing of typical Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge

Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge.