NH-203 to Sadanandapur_Road_WBM-III, PMC, seal coat0.000 to 0.500

Clearing & grubbing road land including uprooting rank vegetation , grass, bushes,shrubs, saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stacking of serviciable materials to be used or acutioned, upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the Engineer-in-Charge.

Scarifying the existing bituminous road surface to a depth of 50mm (By mechanical means) and disposal of scarified materials within all lifts and lead upto 1000 metres etc.complete as per the specification and direction of the Engineer-in-charge.

Re-Working of Scarified bituminous Surface suitable after supplementing base materials with sand & compacting fnished surface as per Technical specification & as per Clause-601.8.3.2 of MoSRT&H Specification for road & Bridge Works(Latest Revision)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with PRR 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of H.G stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. WBM Gr.III(with Stone screening)

Providing and applying primer coat with bitumen emulsion SSI on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen emulsion RS-I@ 0.30kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen emulsion RS-I@ 0.20kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and other T&P articles but excluding cost & conveyance of chips & bitumen complete as per specification & direction of the Engineer-in-charge

Providing and laying 6 mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, hot mix plant, tar boiler & all other T&P articles but excluding cost & conveyance of chips & bitumen.

Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5 kms, spreading, grading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications forRoad & Bridge works (4th Revision)