S/R to Khaliapali to Burda RD Road from ch. 1/600 to 5/300 Km.

Clearing and grubbing road land including uptooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposalof top organic soil not exceeding 150 mm in thickness.

Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT&H specifications for road & bridge works.

Labour for scraping cleaning the road surface applying tack coat using 3.00Kg of bitumen for 10 sqm & laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size h.g. metal & 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size h.g. chips as key stone for 10 Sqm spreading over & laying including heating pouring & spreading over & spreading bitumen metal & chips & rolling with PRR & all other machineries but excluding cost & conveyance of bitumen, metal & chips complete as per specification & direction of 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 treatment.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing 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 for Road & Bridge works.

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works

Providing & laying Semi-dense bituminous concrete ( S D B C ) with batch type hot mix using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen as clause 508 of MoSRT & H. including 1% cess & as per direction of the EIC.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

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 as per direction of Engineer-in-charge.

Providing for laying sub-base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materilas.