Restoration of rain damages on Chailla Neripul Yashwant Nagar Kumarhatti road Km 45/0 to 62/0 (SH Providing and laying patch work at various RDs in Km 48/0 to 52/0 using MSS). Under DC deposit SDRF.

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and revelling as per technical specification Clause 1906 including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 (zero point seventy to one point zero) kg/sqm using mechanical means as per Technical Specification Clause 502.including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three)as per Technical Specification Clause 405(Four hundred Five) By Mechanical means as per HPPWD specification , including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts to the entire satisfaction as per direction of Engineer - in - Charge.

Providing, laying and rolling of close-graded mix seal surfacing material of 25mm thickness composed of 13.2mm to 0.9mm (Type-B) @ 0.338 k.g per 10 square metre aggregates using penetration grade bitumen @ i.e. bindres content @ 23.75 k.g. per 10 square metre or 5.11 by weight and minumum density of MMS should be 2.10 gm/cc to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B Bitumen (S-90) as per Technical Specification Clause 509 as per HPPWD specification , including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts to the entire satisfaction as per direction of Engineer - in - Charge.