Construction and maintenance of road from L024 Kalas Tringdiyan KM4 RD 100 to NAGA Waste Plastics Length 2 500 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV Batch I 2026 27 Package No JK08 4043 PMGSY Division Kupwara

Site Clearance

Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Techanical Specification Clause 201 .By Mechanical Means in area of non-thorny jungle. P-4, Item no 2.2 (50% AREA)

EARTHWORK

Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Construction of embankment with approved materials deposited 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. (Finished work to be measured, complete.)

PAVEMENT

Granular sub-base :- Granular sub-base / base / surface course with local materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)

WBM GRADE 2: 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)

Prime Coat: (1) Low Porosity 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 of MORTH.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)