A/R and M/O to Sheelghat Brall Jharag Patsari Road in K.M. 7/00 to 19/210

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes53 mm to 22.4mm (fifty three millimeter totwenty two point four milimeter ) grading-III, 75mm (Seventyfive millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred)static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimeter) niminal size at the rate of 0.18 cum (zero point one eight cubic meter) and binding material at the rate of 0.06 (zero point zero six cubic meter) per 10 square meter (Ten) and to fill up the interstices of course aggregate, watering and compacting to the required density as per M.O.R.D.technical specifications clause 405 by mechanical means and as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer @ of 0.85 (Zero point eight five kilograme) per Square meter using mechanical means as per M.O.R.D.technical Specification Clause 502 including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilograme) per square meter on the prepared granular surface and cleaned with Hydraulic broom as per M.O.R.D technical specifications clause 503including all leads and lifts as per directions of Engineer in Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimeter) thickness composed of 13.2 mm to 5.6 mm (thirteen point two milimeter to five point six milimeter) coursed stone aggregates @ 0.27 Cum (zero point two seven) cubic meter mixed with 14.6 kg (Forteen point six) kilogramme per 10 (ten) Sqm bitumen VG-10( viscosting grade ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hotmix plant 30/40 (thirtyobliqforty) tonne per hour capacity ,transporting mixed material and laying with pavewr finisher to required level and grades to be followed by seal coat of type B as per M.O.R.D. technical specification clause 508 and entire satisfaction of Engineer in Charge including carriage all leads and lifts.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per M.O.R.D. technical specifications clause 510 using VG-10 ( viscosting grade ten) at the rate of 6.8 kg(six point eight kilogramme) premixed with 0.06 (Zero point zero six) cubic meter of fine aggregate per 10(Ten) square meter by mechanical means and rolling with power road roller 8-10 (eight to ten) tonne capacity including carriage of material with in all leads and lifts as per directions of Engineer in Charge.

Balwant Singh