M/o Various schemes under NA.II (EZ)S.H.-Re-Carpeting of 24m R/W road along Smirtivan Park at Mayur Vihar Phase-III.

Cold Milling of Asphaltic Surface/Pavement (removal of BC/DBM - or any asphaltic material from road surface/concrete surface) so as maintain surface below shape, slope and undamaged workable to lay fresh layer of asphaltic matrial in line, level, size & depth including transportation and disposal of removed material from site for all lift and leads, cleaning of surface and making good for asphalting work including local repair of damages/distress occured after milling complete as per direction of Engineer-in-charge.

Credit for salvage value of the milled bitumious concrete material received from cold milling i.e. remaining milled material after decuting the quantity used in item of recycling pavement shall be taken over and removed from the site by the contractor as per direction of Engineer in Charge.

Recycling pavement by cold miling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material of 30 per cent of the required quantity, hauling and stock piling the reclaimed material in recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519 complete as per specifications and direction of Engineer-in-charge.(Cold Miling Asphaltic Material and credit for salvage value of milled bitumenous concrete material shall be paid separately) a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @4.5% (percentage by weight of total mix) and lime filter @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 120 TPH capacity. (No extra pament would be admissible for use of extra bitumen if variation is on higher side beyond 4.5% of weight of Total Mix)

Recycling pavement by cold miling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material of 30 per cent of the required quantity, hauling and stock piling the reclaimed material in recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519 complete as per specifications and direction of Engineer-in-charge.(Cold Miling Asphaltic Material and credit for salvage value of milled bitumenous concrete material shall be paid separately) a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @4.5% (percentage by weight of total mix) and lime filter @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 120 TPH capacity. (No extra pament would be admissible for use of extra bitumen if variation is on higher side beyond 4.5% of weight of Total Mix)

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. b) On bituminous surface @ 0.25kg/sqm

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.

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

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Amount after GST correction factor (0.973) ( Sum of Item No.4, 5, 6, 7, 8 & 9)