Restoration Of Road Surface under maintenance by construction of protection work and P/L OF GSB, WBM, AND 20 MM THICK OGPC over 50MM THICK BM IN Stretches and Patches ON L031- Link from km 7th of T01 To Rajdhani . PKG NO JK12-362 LENGTH 5.00 KMS.

Earth work in excavating for structure as per drawing and technical specification clause 301.2 including setting out construction of shoring and bracing, removal of slumps and other delirious material and disposal up to a lead of 50mts dressing of sides and bottom and back filling in trenches with excavate suitable material .Ordanary Soil 70%, Hard Rock 10%

Providing and laying of plain cement concrete of Grade M-10 in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain cement concrete of Grade M-15 in Foundation complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing and form work, all leads, lifts and carriages of materials by MT complete.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Providing, laying, spreading and compacting stone aggregates of specific sizes to WMM specification including premixing the mmaterial in water at OMC in mechanical mix pug mill, lifts, carriages of mix materials by tipper to site, laying iin uniform layer in subbase basecourse on awell prepared sub base and compacting with smooth wheel roller 80-100 KN weight all complete as per technical specifications

Providing and applying Tack Coat with Bitumen emulsion (RS-1) 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 Specification Clause 503. including all leads, lifts, carriages of materials by MT, loading and unloading complete.

Providing and laying bituminous macadam 50mm thick 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.

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.

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 Celcious and also Black coloured plastic should be used (Furnished item) including al 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 specification clause 510 including all leads, lifts, carriages of materials by MT, loading and unloading complete by Mechanical Means . (Type B) Bitumen S-90