Patana to Natora via Aradapal Road__ BUSG and SDBC 3.000 to 4.000 and 4.500 to 5.500

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

Scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge

Providing, laying Primer coat over a prepared surface of granular base including cleaning of surface using 0.60 kg. with bitumen emulsion for 1 sqm etc.complete as per direction of the Engineer- in -Charge

Providing, laying Tack coat over a prepared surface treated with primer using bitumen @ 0.25 kg.per 1 sqm etc.complete as per direction of the Engineer- in -Charge

Providing and laying Semi dence bitumenous Concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 507 to achieve the desired compaction etc.complete as per direction of the Engineer- in -Charge

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 of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision).