Construction and Maintenance of Road from L023-(Link Road) KM10th of Road Ghatti Suffain To Juthana, Package No. JK07-4004, PMGSY-IV, Batch-I of 2025-26, Block-Barnoti, District Kathua. (Using Waste Plastic) Length-17.544 Kms

Earth Work in Hilly Roads: Excavation in all kind of soil, ordinary rock & Hard rock 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 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 obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Compacting original ground Supporting Sub Grade by Loosening of the ground upto a 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 roller 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-I material.

Providing, laying, spreading and compacting graded stone aggregate to water bound 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 including all leads , lifts, carriages of materials by MT, loading and Un-loading complete

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 Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specifications clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading 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 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 using S-90 (VG10) with shredded waste plastic 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 80-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of Type-B as per technical specification clause 508. the shredded waste plastic of low density polythylene confirming to size passing 2.36 mm sieve and retained on 600 micron sieve and the quantity of shredded plastic shall be 6-8% by weight of binder bitumen. Consequently the quantity of bitumen shall be reduced correspondingly as per IRC:SP:98-2013. Dust and other impurities shall not be more than 1% at 600-C and also black coloured plastic should not be used (Finished item including all carriage, handling and re-handling of materials 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)