Rectification, periodic Renewal, Emergency Maintenance and 5 year Routine Maintenance after completion of Last Renewal. D.k Marg To Homepathri, Package No Jk01-157 PIU Kulgam

PART-A Initial Rehabilitatoin (IR)

Scarifying Existing Bituminous surface to a depth of 150 mm by mechanical means including disposal of scarified material with lift upto 3 m and lead upto 1000m as per techanical specification clause 301.4 (10% of total Surface area.)

Wet Mix Macadam (WMM) 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 400.111& 400.12 and Technical Specification Clause 406. Including cost and carriage of all materials from approved source to site of work with all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of Granular base including cleaning of road surface and sproaying primer at the rate of 0.70-1.0 Kgs/Sqm using mehanical means as per TS clause 502 (low porosity) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Providing and laying 50mm thick bituminius macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminious binder, transported to site of work 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 specificaion clause 504 Including cost and carriage of all ials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical specification clause 307. By mechanical means

Construction of shoulder by way of laying of Granular sub-base/base/surface course with local materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401,4 as per Technical Specification Clause 408.

Providing and fixing of typical PMGSY Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on Gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater 9 and profile shoe heater, driven by experienced operator on road surface including cost of sqm material, labour, T&P, cleaning the road surface of all dirt, seals, oll, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with