Construction and Maintenance of Road from L034-(Link Road) PMGSY Road Bhingara to Upper Phagmullah, Package No. JK19-4009, PMGSY-IV, Batch-I of 2025-26, Block-Ramsu, District Ramban Length-3.700 Kms

Earth Work in Hilly Roads:- Excavation in all kinds of soil, Ordinary Rock & Hard Rock, by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with all lift and leads as directed for safe disposal of un-serviceable/surplus material without damaging private/public property As per Technical specification clause 1603.1. and 1603.2 .

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.

Cutting of Trees including trunks, branches and removal of stumps & roots and refilling, compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201. (Girth 300 to 600 mm)

Cutting of Trees including trunks, branches and removal of stumps & roots and refilling, compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201.(Girth 600 to 900 mm)

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 withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Wet Mix Macadam (WMM) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed 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 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Prime Coat :- 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 0.70-1.00 kg/sqm using mechnical means as per Technical Specification Clause 502 sqm on the prepared bituminious cleaned with hydraulic broom as per technical specification clause 503. [Item=5.1(I)] & [Item=5.2(I)]

Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate 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 requried grade , level & alignment & rolled to acheive the desired compaction as per techinical specification clause 504. using VG-10 Grade Bitumen

Tack coat :- Providing and applying tack coat with bitumen emulsion (RS-1) on prepared surface of granular base including cleaning of road surface and spraying tack coat at the rate of 0.2 to 0.25kg / sqm on the prepared bituminious cleaned with hydraulic broom as per technical specification clause 503.

20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using VG-10 bitumen or 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 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either Type-B as per technical specification clause 508. by Mech. means using bitumen. (S-90)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 .)