tender for pwd road to bisiapada, benapanjari for the year 2025-26; 1 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 earlierand disposal of unserviceable materials by manual means 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 technical specification clause 201 of morth specification& as per direction of the engineer-in-charge. 2 earth work excavation of foundation in hard soil with all leads and lifts including rough dressing & breaking clods & leveling the bed & depositing the excavated materialsaway from the work side, including cost, conveyance of all labour t&p articles, safetymeasures, incidentals, necessary for the work etc.complete as per specicationand direction of the engineer-in-charge. 3 construction of granular sub-baseby providing close gradedgranular sub-base grading-iii meterial as per table 400-1, spreading in uniform layers withmotor grader on prepared surface, mixing by mix in place methodwith rotavator at omc & compacting with vibratory roller to achieve thedesired density, complete as per clause 401 of mosrt&h specifications for road & bridge works (4th revision) complete in all respect as per the speicification and direction of the engineer-in-charge. 4 providing and laying, spreading and compacting stone aggregates of specific size for wet mix macadamas per specification including premixing the material with omc with mechanical mix plant, transporting the mix to work site by tipper, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with vibratory rollers to achieve the desired compaction as per clause 406 of mosrt&h specification for road & bridges works (4th revision). 5 scrapping cleaning the road surface applying tack coat using 3 kg bitumen for 10 m2 and laying 37.5mm thick(busg) in one layer using 0.45 cum of 25 to 40mm size hg metal & 12.00 kg penetration grade of bitumen / 10 sqm with 0.12 cum of12mm sizehg chips as key stone for 10 sqmspreading over & laying including heating, pouring& spreading bitumen, metal & chips &rolling with prr including hire & running charges of prr & all machineries required for the work including cost & conveyance of bitumen, metal & chips, cost of all labour t&p etc. completeas per specification and direction of engineer-in-charge. 6 providing & 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 by mechanical meansas per clause no. 502 of mosrt & h specification for road & bridge work (4th revision) including cost,conveyance, royalty, taxes, labour, t & p all other materials required for the work etc. complete as per direction of theengineer-in-charge. 7 providing & applying tack coatusing bitumen 0.20 /0.30/ 4 kg per on the prepared bituminous surface / granular base treated with primer / granular base (not primed) cleaned surface including clearing the surface etc. complete for finished item of work including cost,conveyance, royalty, taxes, labour, t & p all other materials required for the work etc. complete as per direction of theengineer-in-charge.for normal bituminous surface 8 for granular base treated with primer 9 providingand laying bituminousmacadamwith hot mix plant usingcrtushed aggregates of spcified gradingpremixed with bituminous binder of 60/70 penetration grade of bitumen,transported to site, laindover apreviously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment androlling with smooth wheeled,vibratory and tandem rollers to achieve thedesired compactionas per clause 504 of mosrt&h specification for road & bridge works (4th revision) 10 providingand laying semi dence bituminousconcrete withbatch type hot mix plant usingcrushed aggregates of spcified gradingpremixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix to work site , laying with a hydrostatic paver finisher withsensorcontrol to the required grade, level and alignment androlling with smooth wheeled,vibratory and tandem rollers to achieve thedesired compactionas per clause 508 of mosrt&h specification for road & bridge works (4th revision) 11 providing & spreading good laterite moorum in road berm / shoulder manually with approved quality of moorum including watering, cambering along with proper compactionwith cost, conveyance, royalities of all materials required for the work including cost of all labour etc. complete as per the specification & direction of the engineer-in-charge.