L028-MDR 32 to Dhapatola_Road_Providing base course repair,renewal coat such as a layer of SDBC with BM in stretches0.000 to 1.500

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer in charge.

Scarifying the existing bituminous road surface to a depth of 50m and disposal of scarified materials within all lifts and lead upto 1000 m.

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads,transporting to site by mechanical means within a lead of 5 kms,spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 94th revision)

Providing laying spreading and compacting stone aggregates of sizes to waterbound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying requisite type of screening materials to fill up the interstices watering and compacting to required density etc complete

WBM Gr-II

WBM Gr-III

Providing and applying primer coat with bitumen emulsion on prepared surface of granual Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per Clause 502 of MOST & H Specifications for Road & Bridge works (4th Revision).

Providing and applying tack coat with bitumen emulsion using emulsion presure distributer @ 0.30 Kg per Sqm on prepared bituminous/ granular surface cleained with mechanical broom as per Clause 503 of MOST & H Specifications for Road & Bridge works (4th Revision).

Providing & laying semi dense bituminious 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 to required grade to proper camber & consolidation with vibratory and tandem rollers to acieve the desired compaction as per clause 508 0f Mosrt&h Specification including hire & running charge etc. complete as per directed by the Engineer-in-Charge