S/R to kataka City Internal road from Ring road near Dr. Bhakti Lata Ray Res to Mangalabag via-Telenga bzr, Jholasahi, Nimasahi, Kataka for the year 2026-27 such as laying of SDBC from 1/600km to 1/800km and laying Paver block from 1/150km to 1/220km

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.

Earth work in excavation of foundation trenches in all kinds of soil up to the required depth including Moorum, stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting including dressing, leveling the bed and depositing the excavated materials away from work site with initial leads and lifts, T&P shoring, shuttering and dewatering if required etc, complete as directed by Engineer-in-charge.

Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge.

Plain Cement concrete (1:3:6) in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

Plain Cement concrete (1:1½:3) using 12mm to 20mm hard crusher broken granite stone chips of approved quality and from approved quarry including lowering, laying concrete, watering, curing, centering & shuttering for covering columns, scaffolding etc, complete to required levels laid in layers not exceeding 0’-6” thick including cost, conveyances, royalties, taxes of all materials and cost of all labour with sundries, T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40grade of approved make, design, colour and size made by block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC:SP-63/2018 as per direction of 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 & 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 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.