N.H-43 to Macharaa_Road_ PMC,SC,Shoulder filling, Shoulder GSB_0/000 to 2/000

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge.

Construction of embankment with approved material obtained from borrow pit with lead and lift transporting to site by mechanical means within lead of 5kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT&H specification for road and bridge works etc complete as per direction of EIC.

Providing, laying, spreading and compacting stone aggregate specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber the voids with small stones and hand packing the same to proper camber, applying and brooming requsite type of screening / binding materials filling up interstices of coarse agreegate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge work etc all complete including cost, conveyance, royalty and taxes of all materials with all labour and T & P etc complete.(3.1)WBM Grading-III

Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)

Providing & applying tack coat with Bitumen emulsion using emulsion pressere distributer @0.20kg / sqm on the prepared bituminous / granular suerface cleaned with mechanical broom as per clause 503 of MoSRT & H specification for road & bridge works.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness using 0.27cum of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade bitumen 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, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.

Providing and laying 6 mm thick precoated Seal Coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.