Improvement of road from Talcher Bus Stand to College gate and inside peripheral road development of Talcher (Auto) College, Talcher for the year 2025-26 under DMF

Part-A (Civil Work) Clearing & grubbing road land including uprooting the rank vegetations, grass, bushes, shrubs, saplings & treess girth up to 300mm, removal of stumps of trees cut earlier & disposal of unserviciable materials and stacking serviciable materials to be used for auction up to a lead of 1000m including removal and disposal of top organic soil not exceeding 1500mm in thickness including basic cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as directed by theEngineer-in-charge

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & clause 305 of MoSRT&H specifications for Road & Bridge works (5th revision) including labour cess but excluding GST

Excavation for roadway in all kinds of soil with hydraulic excavator 0.9 cum bucket capacity including cutting & loading in Tippers & disposal with a lift upto 1.5mtr. & lead upto 1000 mtr. trimming of bottom & side slopes in accordance with requirement of lines, grades & cross sections as per technical specifications including labour cess but excluding GST

Providing granular sub-base by Coarse graded Granular sub-base Grading-VI materials as per table 400-1, spreadng in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H specifications for Road & Bridge works (5th Revision) including basic cost, conveyance, royalties and of all materials and cost of all labour, machineries and T&P. required for the work etc. including labour cess but excluding GST complete (Measurement to be taken on compacted section only)

Providing, laying, spreading & compacting stone aggregates 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 sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause No.406 of MoRT&H specifications for Road & Bridge work (5th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ of 0.60 kg/sqm including basic cost of all materials, labour T&P required for the work including labour cess but excluding GST complete as per direction of the Engineer-in-charge

Providing tack coat on the prepared bituminous surface with bitumen emulsion bitumen @0.20kg./sqm including basic cost of all labour, T&P etc. including labour cess but excluding GST complete as per direction of the Engineer-in-charge

Providing and laying 50mm thick bituminous macadam with hot mix plant 60-90 TPH using crushed aggregates of specified grading-II materials premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge

Porvoding and laying 25mm thick Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of Grading II premixed with bituminous binder 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRT&H specification for Road & Bridge works (5th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification &direction of Engineer-in-charge

Construction of embankment with approved material obtained from borrow pit with all lifts & lead, transporting to site by mechanical means within a lead of 5 km spreading, grading to required slope and compacting to meet the requirement of table 300-2 & clause 305 of MoRT&H specification for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge including ordinary compaction by PRR