Construction and Maintenance of Road L095-(Link road) Rajgarh to Meldan Package No. JK19-4269, PMGSY-IV, Batch-I of 2026-27, Block-Rajgarh, District Ramban (Using Waste Plastics Length 6.500 Kms) Length 6.500 Kms

Earth Work in Hilly Roads: 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 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)

Construction of subgrade and earthen shoulder/Berm with approved material obtained from roadway cutting with all lifts and leads transporting to site, Sprading, grading to required slope and compected to meet requirement of table 300.2 with lead upto 1000 m as per techinical specification clause 303.1 including all leads, lifts and carriages of materials by MT complete

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 including all leads, lifts and carriages of materials by MT complete

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-II material.

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 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 granular 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 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 with shredded waste plastics at required line, grade and level ot serve as Wearing Course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finshed to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508 The shredded waste plastic of low density polythene confirming ot Size passing 2.36 sieve and retained on 600 Micron Sieve and the quantity of the shredded plastic shall be 6 to 8% by weight of Binder Bitumen consiquently the quantity of Bitumen shall be reduced as per IRC SP98-2013 dust and other impurities shall not be 1% at 600 Degree Celsius and also Black coloured plastic should be used (Furnished item) including al carriages by Mechanical Transport, leads and lifts etc. complete.