General Maintenance/Up-keeping of below mentioned roads during the year 2025-26 1. Marheen Novachak link road and allied links 2.Marheen to Changi, Banni upto Baba Tulsi Dass Temple link road.3.KanaChak to Kunde Chak and extension to Sultanpur and Dh

Engagement of Earth Excavator 75 H.P. for removal of slips in al kinds of soils, clearance of side drain and disposal of same outside the periphery of the area cleared by engaging all tractor / trolly wherever required (all inclusive includingPOL) as per the directions of the Engineer-in-Charge

Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material , labour all leads , lifts and carriage of material by MT/HL.

Hand packing stones in wire crates including the cost of stones and cost of crates including material , labour all leads , lifts and carriage of material by MT/HL.

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 in All kinds of soil

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.

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. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 600 mm dia. R.C.C. pipe