||Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and diposal of unserviceable materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness and as per direction of Engineer-in-charge.
||Scarifying and removing the existing bituminous surface including picking up of the scarified materials and stacknig the usable materials within a lead of 100m and disposing of the non-usable materials clear of worksite / dumping yard within a distance of 1km in complete as directed by the Engineer-in-Charge.
||Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 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 & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Manual means etc complete including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge
||Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg/sqm on the prepared bituminous surfaces cleaned with mechanical broom as per Clause 503 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 20mm thick pre-mix carpet using 0.27 cum of 13.2 mm to 5.6mm size H.G. chips and 14.60 kgs.of bitumen for 10 sqm in patches over pot holes and wheel tracks including hire and running charges of PRR, with cost, conveyance, royality and taxes of all materials, cost of labour, T&P required for the work etc. complete and as per direction of the Engineer-in charge.
||Providing and laying 6mm thick pre-coated seal coat in patches over pot holes and wheel tracks using 6.7mm size chips and rolling with PRR including cost, conveyance, royalty, taxes, labour T & P,hire charges of machinaries & all other materials required for the work complete as per the direction of the Engineer-in-Charge.
||Construction of embankment with approved material obtained from borrow pits with all lifts & leads transporting to site by mechanical means (within a lead of 5Km) spreading, grading to required slope and compacting to meet requirement of Tables 300-2 & Clause 305 of MoSRT&H specifications for road and bridge works (4th revision) and as per direction of the Engineer-in-Charge.
||Providing and laying granular sub-base with moorum and laying in layer not exceeding 100mm thick including watering and compacting with PRR includinghire and running of PRR with cost of all materials, labour, T&P etc required for the work complete.as per the direction of Engineer-in-charge