RD Road to Sanarundimahul Road

Site Clearance Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, and trees girth upto 300 mm , removal of stumps of trees cut eralier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC

Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the EngineerinCharge.

Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge excluding cost of excavation and transportation to site

Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRTH specifications for Road Bridge works 4th revision

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRTH specification for Road and Bridge works 4th Revision

BITUMINOUS WORKS Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg per sqm using mechanical means as per Technical Specification Clause 502 as per direction of EIC

Providing and applying tack coat with Bitumen emulsion RS 1 using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 as per direction of EIC

Providing and laying semi dense bituminous concrete with 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 sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRTH Specifications for Road Bridge works 4th Revision AR175 47

RIGID PAVEMENT Construction of Granular Sub Base Grading III material as per table 400 1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRTH specifications for Road Bridge works 4th revision