DAY TO DAY MAINTENANCE/GENERAL UPKEEPING OF LINK ROAD KAH,KAMANI,SANARA, AND OTHER LINKS INPYT GHRATTAL,MAIRA MANDRIAN,KEUR, KATHAR, FOR THE YEAR 2026-27 UPTO ENDING 31-03-2027

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

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.

Slip clearance In ordinary soils; disposal lead upto 50 m and lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

suppliying and Fixing of Twire crates including supply of stones and cost of crates including carriages (complete Job) (Size 6.0 x 1.2 x1.2)

Supplying Providing and Laying of RBM/NBM filling in layers inluding lift/lead/loading /unloading (complete job)

Engaging JCB/ Earth excavator for clearance of Surface of roads/Minor slips/Kacha Drain /Pucca Drain/Unhygenic material/Unserviceable material/Catch pits etc incl. cost of POL etc

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 NP2 Class (light duty) RCC Pipes with collar jointed with stiff mixture of cement mortar in proportion of 1:2 including testing of joints etc. complete 20.5.10 (900 mm Dia R.C.C Pipe)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)