C/O Banalag Dhamesha road Km. 0/0 to 2/320(SH P/L Tarring in Km. 2/0 to 2/320) Under SCSP

Amount

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 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 to 5.6 mm (thrirteen point two milimetre to five point six milimetre ) course stone aggregates at the rate 0.27 cum. ( zero point two seven)cubic metre mixed with 14.6kg( fourteen point six )kilogramme per 10 Square metre( ten) bitumen VG-10 (viscosity grade ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggeregate in a suitable hotmix plant 30/40 (thirty obliq forty) tonne per hour capacity 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 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 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 VG-10 (viscosity grade ten) at the rate 6.8 kg. ( six point eight 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 as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Construction of unlined surface drain of average cross-sectional area 0.2 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. by mechanical means as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.