RD road to Indrapur 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

Dismantaling of of Brick or stone masonary in cement mortar above 3 mtr height for existing structures including T P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer-in-charge.

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including TP, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Upto 600mm dia

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300 2 clause 305 of MoSRTH Specifications for Road Bridge works 4th Revisionand as per the direction of engineer in charge.

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).

Supplying filling moorum of approved quality including watering to complete saturation ramming complete with all leads lifts including cost, conveyance, royalty taxes of all materials cost of all labour TP required for the work etc. complete as per specification direction of Engineer in charge.

Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC ,and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRTH Specification for Road Bridge works (4 th Revision)

Providing, laying, spreading and compacting graded stone aggregate 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRTH Specifications for Road 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 0.60 kg PER sqm using mechanical means as per Technical Specification Clause 502 of MOSRTH including cost, conveyance, royalty, taxes of chips and bitumen other required materials etc. complete and as per direction of EngineerInCharge.

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