Upgradation Of Road from T04-T01 Km 7th To Bakhta Via Mangloor, PMGSY-III, Batch-I of 2022-23, Package No-JK07- 3003, Block- Dinga Amb District-Kathua. Length 9.725 Kms. (Using Waste Plastic)

Earthwork in all kinds of soil, soft rock & hard rock in hilly area by mechanical means including cutting and trimming of side slopes with all lifts and safe disposal of unserviceable/ surplus excavated material with out damaging Private/Public property as per technical specification clause 1603.1 & 1603.2

Construction of Embankment with material obtained from roadway cutting: Construction of embankment with approved materials deposited at site from borrow pits with all lifts, leads and transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification Clause 301.5. Including all carriages of materials by Mechanical Transport, leads and lifts etc. complete.

Trench Excavation in all kind of soil, soft rock & hard rock in hilly areas by mechanical means including cutting and trimming of side slopes and including all leads lifts and safe disposal of unservisable/surplus excavated material with out damaging Private/Public property.

Construction of Granular Sub-Base by providing well graded material, 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. For grading - I material by Mix in Place Method. Including all carriages of materials by Mechanical Transport, leads and lifts etc. complete.

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -III as per Technical specification Clause 405.WBM Grading-III by mechanical means. Including all carriages of materials by Mechanical Transport, leads and lifts etc. complete.

Providing and laying 50 mm thick 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 carriages of materials by Mechanical Transport, leads and lifts etc. complete.

Providing and appling 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 Specificatin Clause 502 (Low Porosity) Including all carriages of materials by Mechanical Transport, leads and lifts etc. complete.

Providing and appling Tack coat with bitumen emulsion ( RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. Including all carriages of materials by Mechanical Transport, leads and lifts etc. 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 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 80-100 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 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 consiquently the quantity of Bitumen shall be reduced 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, leads and lifts etc. complete.

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 Specificatin Clause510, Bitumen VG - 10 . Including all carriages of materials by Mechanical Transport, leads and lifts etc. complete.