Construction and Maintenance of Road from L031-Balpur- Kumdhala road km 0.350 to Bani Laid Package No. JK14-4289 PMGSY-IV, Batch-I of 2026-27, Block-Khoon, District Udhampur. Length 4.100 Kms

Earthwork in hill road excavation in ordinary soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2

Earthwork in hilly area in ordinary rock not required blasting by mechanical means including cutting and trimming of slopes and disposing of excavated earth with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2

Earthwork in hilly area in hard rock required blasting by mechanical means,with lift upto 1.5 m and lead upto 20m as per technical specifications clauses 1603.1 and 1603.2

Construction of subgrade- Loosening of ground upto level of 300mm below subgrade level, watered,graded and compacted in layers to meet the requirements of Tables 300.1 and 300.2 for subgrade construction as per technical specifications clause 303.5.2

Granular Sub- Base (GSB grade-lI)- Construction of granual Sub Base by providing well graded material spread in uniform layer with mortor grader or prepared surface,mixing by mixing in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired ,density complete as per tech. specification including all carriages by Mechanical transport,leads and lifts etc complete

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)

Providing and appling 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 Specificatin Clause 502 (Low Porosity) Including all carriages by Mechanical Transport, leads and lifts etc. complete.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 including all carriages by Mechanical transport leads and lifts etc complete