A/R and M/O to Kharapather Patsari road Km 11/500 to 19/055

Amount

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 by mechanical means including all leads and lifts as per directions of Engineer in Charge

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning the road surface with hydralic broom and spraying primer at therate 0.85kg (zero point eight five kilogramme) per square metre using mechnical means as per MORD Technical Specifictions Clause 502 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

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 kilogramme) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimetre) compacted thickness composed of 13.2 mm and 11.2 mm nominal (thrirteen point two milimetre and eleven point two milimetre ) course stone aggregates in 2:1(two ratio One) at the rate 0.27 cum. ( zero point two seven)cubic metre mixed with 21kg( twenty one )kilogramme per 10 Square metre( ten) bitumen emulsion MS to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and aggeregate in a suitable hotmix plant with out heating arrangement transporting mixed material and laying with paver finisher and rolling with a three wheel 80-100 kN (eighty to hundred) capacity static road roller finished to required level and grades to be followed by seal coat of Type B as per MORD Technical Specification clause 508.2 and IRC:SP100-2014 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross falls using Type B as per MORD Technical Specification Clause 510 using bitumen emulsion SS-2 at the rate 13 kg. ( thirteen kilogramme) premixed with 0.06(zero point zero six) cubic metre of fine aggregate per 10 (ten) sqaure metre by mechnical means and rolling with power road roller 8-10 (eight to ten )tonne capacity and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

RAJESH JHOUTA