Improvement/Upgradation of Bishnah Kunjwani road on KM 3rd and KM 4th by way of 100 mm thick WBM Grade-II and 75mm thick WMM (Under Non Plan for the year 2025-26) (2nd Call)

Engagement of JCB for removal of material from road side

Providing and laying RBM in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., (incl. all leads, lifts and carriage complete)

Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size

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

Carriage of material by mechanical transport including loading/unloading and stacking at site Stone aggregate above 40mm N/size avg. lead 10 KM MT

Carriage of material by mechanical transport including loading/unloading and stacking at site Stone aggregate below 40mm N/size avg. lead 10 KM MT