Renewal work by SDBC in Naugaon-Paunti-Rajghari M/R in km 1,2,3 and 4 under annual repair 2026-27.

Maintenance of unlined surface drains of average cross-sectional area 0.40 sqm include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907., Clause 307

Maintenance of Patri with local soil with coolie walling after laying of top coat including supply of all material, labour and T&P etc. Required for proper completion of the work.

WBM Grading 3, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bituminous Macadam, (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for GradingII(19 mm nominal size) Using VG-10 Bitumen

Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specifie dgrading,premixed with bituminous binder and filler, transporting the hot mix to work site, laying witha hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desird compaction as per MoRTH specification clause No. 508 complete in all respects complete in all respects. for GradingII (10 mm nominal size) Using VG-10 Bitumen

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)