Annual Maintenance on link road to village Jantra for the year of 2025-26 Under PMGSY (SH P/L G-III, RS-I and bituminous concrete 0.025 mm thickness from Km 0/00 to 2/00.

Amount

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) Grading-III [75mm( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two milimetres) nominal size at the rate of 0.18cum (zero point two eighteen cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per the entire satisfaction and direction of as per the directions of the Engineer-in-Charge including carriage of materials within all leads llifts and other incidentals. The rate is including the octroi, royality Malkana, sale tax, toll tax, GST or any other taxes imposed by the Government

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kgs. (Zero point two Seven five kilograms) per Square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause No. 503 including carriage of material within all leads, lifts and other incidentals as per the entire satisfaction and direction of Engineer - in- Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying 25mm (twenty five milimetres) thick bituminous concrete with 100-120 TPH batch type HMP (Hot Mix Plant) producing an average output of 75 tonnes (Seventy five) tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-10 (Viscosity grade-Ten) @ 5.4% to 5.6% (Five point Four to Five point six) percent of weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respect and as directed by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government

Sharma construction (BID ID -545542)