S/R to Sartaguda to Alami via Damingiaroad Such as Pothole repair ,PMC Seal Coat From Ch 0/000 to 1/500 km for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of tres cut earlier and disposal of unserviciable material and stacking of serviciable materials to be used up to lead of 1000m including removal and disposal top organic soil not exceeding 150mm in thickness as per the direction of the EIC

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with ordinary compaction including cost of labour T and P etc. complete as per specification and direction of the E.I.C

Providing laying spreading and compacting graded stone aggregate of 53mm to 22.4mm size using Gr-III size granite metal to Water Bound Macadam specification (75mm compacted thickness) includingspreading in uniform thickness hand packing rolling with 3 wheeled steel roller 8-10 tonne in staes to proper grade and camber applying and brooming requisite type of screening/ binding materials as crusher dust to fill up the interestices required density as per approved drawing and technical specification and as per the Clause 404 of MoSRT and H specification for Road and Bridge works (latest revision)

Providing and applying primer coat with bitumen emulsiton on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 06kg/sqm using mechanicval clause 502 of MoSRT & H specification for road and bridge works (4th Revision)

Providing and applying tack coat with bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.2kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision)

Labour for laying 20mm thiick premix carpet using 0.27cum of 13.2mm to 5.6mm cruher stone chipping and 14.60kg penetrationg grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR with all labour T&P etc. complete as per the specification and direction of the Engineer-in-Charge

Labour for laying 6mm thick precoated seal coat Type-B using 0.06xum od 6.7mm sizd chips as per sieve analysis and 6.8kg of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR with all labour T&P etc. complete as per the specification and direction of the Engineer-in-Charge