SR to Salia Sumanadala Bhatapada road

Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (grade-III) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MoRD by manual means

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of of MoSRT&H specifications for Road & Bridge works ( 4th revision)

Providing and applying Tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per Clause 503 of of MoSRT&H specifications for Road & Bridge works ( 4th revision)

20mm thick premix carpet using 0.27cum of 13.2mm 5.6mm size broken chips and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , hot mix plant, bitumen boilers and all other T & P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineer-in-charge.

6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm. including hire and running charges of PRR, Hot mix plant, tar boilerand all other T&P articals etc including cost and conveyance of chips and bitumen etc. complete as per direction of the Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge.

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