S/R to R.D.Road to Aktapal Road

Clearing grass and removal of rubbis up to a distance of 50 m out side the periphery of the area as per direction of Engineer in charge.

Flank Dressing to proper camber etc. complete as per direction of Engineer-in-charge

Labour for scraping, cleaning the road surface applying tack coat using 3.0 kg. of Bitumen for 10 sqm & laying 37.5 mm thick B.U.S.G in one layer using 0.45cum 25mm to 40mm size hard granite metal complete as per the direction of Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits with approved materials obtained from borrow pits with lifts and lifts transporting to site by mechanical means within a lead of kms spreading grading to required slope and compacting as per direction of Engineer in charge.

Providing Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR including cost, carriage, conveyance and royalty of moorum etc. complete as per direction of Engineer-In-Charge.

Grading II ( Using moorum or gravel )

Grading III ( Using moorum or gravel )

Cleaning the existing grannular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.

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 tack coat over existing bitumenious surface with 60/70 penetration grade bitumen using bitumen pressure distributer @ 0.20kg./sqm including all cost, carriage, and taxes of all materials, labour, T&P etc. complete as per specification and direction of the 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, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision).

Painting two coats with any approved paint including all cost, carriage, and taxes of all materials, labour, T&P etc. complete as per specification and direction of the Engineer-in-charge.