RD Road to Khamarbahal Via Taranga Road

Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area 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 as per specification and as per the direction of Engineer in charge.

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 and clause 305 of MoRTH Specifications for Road and Bridge works 4th Revision and 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 and filling moorum of approved quality including watering to complete saturation and ramming complete with all leads and lifts including cost, conveyance, royalty and taxes of all materials and cost of all labour and T and P required for the work etc. complete as per specification and 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 and 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 and Bridge works 4th Revision

Construction of Unreinforced plain cement concrete pavement M30 grade over a prepared sub base with 43 grade using brande cement at 350 kg per cum coarse and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site spread compacted finished in a continuous operation including provision of contraction expansion construction and longitudinal joints joint filler separation membrane sealant primer joint sealant debonding strip admixtures as approved finishing to lines and grages as per drawing and as per Clause 602 of MoSRTH specifications for Road Bridge Works and as per as per specification and direction of the Engineer in Charge.

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 and other required materials etc. complete and as per direction of Engineer In Charge.

Providing and laying tack coat with penetration grade of bitumen emulsion RS of 0.20 Kg per Sqm after scraping cleaning the road surface including cost conveyance royalty of all materials T and P labour hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRTH and as per direction of the Engineer in charge.

Providing and laying semi dense bituminous concrete with 100 to 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at the rate of 4.5 to 5 percent of mix and filler 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 wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete.