Repairing of Roads from Master Canteen Square to Bhubaneswar Railway Station in front of Ama Bus Stand Bhubaneswar

Scarifying the old existing Bituminous road surface etc. all complete including cost, conveyance, labour etc. complete as per the direction of Engineer-in-charge.

Re working of scarified Bituminous surface with cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Picking up hard stone metal surface to a depth of 5 cm. including screening useful materials and removing rubbish and replacing usable road metal to camber including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Labour for spreading metal of size 25mm to 40 mm to an uniform thickness of to an uniform thickness of 100mm compacted to 75mm) and packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials and filling the interstices by spreading the same over the surface water and consolidation with PRR including hire and running charges of PRR complete including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing & laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR after scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing 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 MoSRT&H Specifications for Road & Bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular 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 MoSRT & H specifications for road and bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MoSRT & H specifications for road and bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specific grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.

Providing and laying Semi Dense Bituminous 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 with sensor control to the required grade, level and allignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications of Road & Bridge works (4th Revision) including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge.