Day to Day maintenance of link road kaloyoen, flora, Suchetgarh to Nai basti korotona, chandu chak , abdullian to bidipur and allied links during the year of 2025-26 (Stage work) (Under Non Plan)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared directed.

Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Providing and laying of River Bed Material free of organic material duly compacted with power road roller of 8-10T capacity including all leads and lifts complete job.

Supply of Mason for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Supply of unskilled labour for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Supply of sweeper for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Supply of Carpenter for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Supply of welder for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Supply of Painter for various types of urgent works like repairs etc clearance of choked drain/removal of mulba from road surface filling of pot holes etc as per directions of Engineer-in-Incharge

Providing and laying water bound macadam(Grade-II) with specified stone aggregate screening and binding material including screening sorting to template and consoilation with power road roller 80-100kn capacity base with 63mm-45mm size including screening 13.20mm size in two layers of 75mm thick each

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Engagement of JCB for removal of material from road side

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Stone agg. above 40mm size for an avg. lead of 25 Kms.

Stone agg./Screening /C.dust/ Sand for an avg. lead of 25 Kms.

Disposal of excavated earth/Mulba for an avg. lead of 2kms

Good earth for an avg. lead of 5kms