CRC-DTRD-174- GNB Road Noonmati

Amount

Labour for removal of land slide/mud etc. deposited on the road surface and side berms by by truck carriage within a distance of 5.00 km after dressing, cleaning the road surfa and dumbing the silt etc. for for disposal from road surface including loading and unloading with both ends with necessary sweeping etc. completed as directed by the deptt.

WBM Gr.III : (Providing, laying, spreading and compacting graded stone aggregateto wet mix macadamspecificationincluding premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) Grading III (63mm to 45mm) (b) Type B (11.2 mm agg.)

Prime Coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.9 - 1.20 kg/sqm using mechanicl means (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kgto 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Clause No-503.( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregatesof specified grading,premixedwith bituminousbinder@ 5.4 to 5.6 % of mixand filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwith smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriageof mixedmaterialsup to 10.0 Km initial leadfrom mixing plant )( Includingcost of testing of materialsat site and laboratory as directed by the deptt.)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectoring glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35:. The finished to level, uniform and free from steaks and holes and conforming to the MoSrt &H specifications.

Providing reflective Pavement marker wih micro prismatic lens in both directions having thertmo plastic body adhering to the specifications and guide lines of the MoRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Removing white or colour wash by scrapping and sand papering the surface smooth including necessary repairs to scratches etc. complete.

Finishing wall with acrylic smooth exterior paint of required shade : 13.111.1 Old work (Twp or more coat applied @ 1.67 ltr/10 sqm ) on existing cement paint surface.

Painting with synthetic anamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 one or more coats on old work.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinfoircement bar (SAI/BISCON/ THERMAX or equivalent) in Sub-structure complete as per drawing and technical specifications Clause 1002, 1005, 1010 & 1202.

Plain reinforced cement concrete in Sub structure complete as per drawing and technical specification and steel shuttering formwork. E) RCC M20 a) Height upto 5m. Case 1. Using concrte Mixure.

M/S ANUJA ENTERPRISE