Construction and Maintenance of Road from L089-(Link road) Km 3rd Rd 200 PWD Kakara road to Khet Khappar Naka, Package No. JK12-4529, PMGSY-IV, Batch-I of 2025-26, Block-Budhal, District Rajouri. (Using Waste Plastic) Length-11.000 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) including all leads, lifts and carriages of materials by MT complete

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 including lead, lifts, carriages of material by MT, loading and unloading 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.

Construction of Granular Sub-Base by providing Well Graded Crusher 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.

WBM-III Providing, Laying, Spreading & Compacting stone aggregates of specific sizes to Water Bound Mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camper, applying and brooming stone screening to fill up the interstices of coarse aggregates watering and compacting to the required density grading 3 as per Technical Specification clause 405. Thick by mechanical means.

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 0.25 to 0.30 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 & Rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm agg. either using penetration grade bitumen VG-10 with shredded waste plastics to required grade and level to serve as wearing course on a previously prepared base, incl. mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B, as per technical specification clause 508. The shredded waste plastice of low density polythene confirming to 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 consiquenlty the quantity of Bitumen shall be reduce as per IRc SP98-2013 dust and other impurities shall not be 1% at 600 Degree Celcious and also Black coloured plastic should be used (Furnished item) including all carriages by Mechanical Transport, lead and lifts etc. 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)