S/R to Road connecting from Naraj Project Road from Naraj Barrage to Sandhapur via-Sri Sri University in between 1/0km to 1/300km (such as laying of tack coat, BM and SDBC) for the year 2026-27

Carriage of Debris/ Over burden Earth by Mechanical Means upto 5KM. Lead including Cost of all Labour for Loading & Unloading Charges, Transportation and spreading in layers at the dumping area etc. Complete as per specification & direction of Engineering-in-charge.

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadum by providing WMM material confirming to table 400-11, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with paver on prepared surface to required line level grade and camber and compacting with vibratory roller to achive the desired density,and as per clause 406 of Specification for road & bridge work of MORT&H (4th Revision) & Direction of Engineer in charge.

Providing and applying primer coat with bitumen emulsion (S.S.) on prepared Granular surface including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including cost, conveyances, royalty of all materials, labour, T&P and hire & runinning charges of all machineries required for the work etc. complete as per Clause-502 of MoRT&H specification for Road & Bridges (4th Revision)

Providing & laying Bituminous Macadam (B.M.) of 50mm compacted thickness using crushed stone aggregates as per Grading – II of clause No.504 of MoRT&H specification over the tack coat surface complete in all respect as directed by the Engineer-in-charge.

Providing applying Tack coat with Bitumen Emulsion (M.S.) @0.20Kg/Sqm on prepared surface using emulsion pressure distributor by mechanical means cleaned with mechanical broom including cost, conveyance and taxes of all materials, cost of all labour required for the work with T&P as per Cl. No.503 of M.O.R.T. & H. specification complete in all respect as per direction of the Engineer-in-Charge.

Providing and Laying Semi Dense Bituminous Concrete (SDBC) (Grading-II) of 25mm compacted thickness 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 hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled vibratory & tandem rollers to achieve the desired compaction (As per Clause-508 of MoRT&H specification) etc complete as per specification and direction of Engineer-in-charge.