S/R RD. Road to Arakhapada road for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut 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.

Reworking of scarified bituminus surface suitably after supplimenting the base materials with sand & compacting the finished surface including cost,conveyance, of sand,labour charge,T&P and Cess etc.required for the work as per specification and direction of Engineer in Charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical 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, DMF, EMF & Additional Charges 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 & laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade & camber & turfedging including hire and running charges of Roller and all other machineries including all labour, T&P and cost, conveyance Royalty, DMF, EMF & Additional Charges & of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.

Providing,laying,spreading and compacteing graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site,laying in uniform layers with paver in sub-base/base couece on well prepared surface and compacting with vibratory roller to achieve the desirde density.with cost,conveyance,Royalty, DMF, EMF & Additional Charges ,including cost of all labour,T&P and Cess required for the work complete in all respects as per direction of the Engineer-In-Charge.

Providing & applying primer coat with bitumen emulsion on prepared surface of granlar 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 on prepared surface of granlar 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.Over Granular base 3kg/sqmt

BT surface 2kg/sqmt

Providing and laying surface dressing including labour for scrapping cleaning the road surface, heating, pouring and spraying tor or maxphalt , spreading chips and rolling with PRR etc. including hire and running charges of PRR cost of brushes etc. with all labour and T&P including cost and conveyance ofmaxphalt using maxphalt(80/100) @ 12.00 Kg and hard granite crusherbroken chips of 19mm size @ 0.15 cum per 10 Sqm surface etc. for finished itemsincluding cost, conveyance, Royalty, DMF, EMF & Additional Charges of all materials with Cess etc. complete. as per specification & 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,layingwith 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,Royalty, DMF, EMF & Additional Charges ,including cost of all labour,T&P and Cess required for the work complete in all respects as per direction of the Engineer-In-Charge.

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge

KM stone

200 mtr stone

Supplying and fixing 15 cm dia 1.00 m long guard post of RCC M20 using 3.5 kg. of steel for each guard post with 20 mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete.

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