S.R such as Renewal Coat of Cheligada- Ramagiri road (ODR) from 3.30 to 4.00, 4.20 to 4.80, 6.00 to 7.00, 8.40 to 8.50, 9.00 to 9.200, 9.70 to 10.00, 10.60 to 10.80 and 11.60 to 11.90 km and such clearance from 0.00 to 13.170 km for the year 2025-26.

Clearing grass and removal of rubbish up to distance of 50m outside the periphery of the area and Flank dressing to proper camber grade and slope etc including cost of all labour, labour CESS and T&P. etc. required to complete the work in all respects as per direction of Engineer-in-charges.

Providing and applying tack coat with bitumen emulsion using emusion pressure distributor at a rate of 0.20kg per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification or road & Bridge works. including cost, conveyance, royalties of all the materials and cost of all labour , labour CESS and T&P required to complete the work and finished in all respect as per the direction of the Engineer-in -charge.

Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, 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 clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying 25 mm av. thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

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