TN-07/EE/2026-27 Rajwaha Charthawal Ke Km 24.490 to Km 27.720 Ke Madhya Nahar Sewamarg ke Navinikaran Ka Karya Lot No-01

Scrapping of internal section of Existing Canal up to 5cm road both side of road

Brick Lining on both side of the road of M-150 bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer in charge.(S.I 765)

Providing Laying Spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering, and compacting to the required density as per Latest MORD specification(By Mechanical 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 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 (By Mechanical Means)

Providing & applying tack coat with VG 10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with hydrolic broom as per Technical Specification Clause 503 (By Mechancial Means)

20mm Thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6 mm aggregates either using viscosity grade bitumen VG-10 to required line grade and level to serve as wearing course on a previously prepared base including mixing in a Hot mix plant 120 tph capacity laying by Paver finised Hydrostatic with sensor controller and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Latest MORD specification (By Mechanical Means)

Providing and mixing by Hot mix plant 120tph capacity Laying by Paver Finisher Hydrostatic with sensor controller seal coat by mechanical means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Latest MORD specification (By Mechanical Means)

Painting White/Coloured traffic lines 8-15 cm wide in three coats with approved road making paint (spirit base) as directed by the Engineer in charge including supply to all materials, labour T&P etc required for proper completion of work.