Construction and Maintenance of Road from L138-(Link Road) Pangalad to Devipini via Sukhalghati and Sukhalgali, Package No. JK20-4050, PMGSY-IV, Batch-I of 2025-26, Block-Bamagh, District Reasi (Using Open Graded Premix Carpet) Length-38.325 Kms.

Earth Work in Hilly Roads: Excavation in all kinds of soil, Soft Rock & Hard Rock by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2) including all leads, lifts and carriages of materials by MT complete

Construction of embankment with approved material available at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 including all leads, lifts and carriages of materials by MT complete.

Compacting original ground Supporting Sub Grade by loosening of the ground upto the level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2

Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriages of materials by MT, loading and Un-loading complete for Grading-II material.

Providing, laying, spreading and compacting graded stone aggregate Wet Mix macadam including premixing the material at OMC in mechanical mixer (pug mill), carriage of mix material by tipper to site, laying in uniform layers in sub base/base course on a well prepared sub base and compacting with smooth wheel roller of 80-100 KN wt. to achieve the desires density including lighting, barricading and maintainance of diversion, etc as per table 400.11 and 400.12 and technical Specifications clause 406

Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including all leads, lifts, carriages of materials by MT, loading and unloading complete. (Low Porosity)

Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete.

Providing & laying 50 mm thick bituminous macadam wearing coat with Hot mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction as per Technical Specifications Clause 504 including all leads, lifts, carriages of materials by MT loading and un-loading complete.

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C as per technical specification clause 508 including lead, lifts, carriages of materials by MT. loading and unloading complete. By Mechanical Means : Bitumen (S-90)

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 technical specification clause 510 including all lead, lifts, carriages of materials by MT, loading and unloading complete. By Mechanical Means : Bitumen (S-90)