Renovation work from km 0.000 to km 4.625 on the service road of Nahtaur branch under Eastern Ganga Canal Construction Division-6, Najibabad, Distt. Bijnor Year 2026-27(Lot-01)

Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification +B6:M23(WBM Grading-2) 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-2 as per Technical Specification Clause 405. (By Mechanical Means). (Compacted thickness 7.5 cm)

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification (WBM Grading-3) 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. (By Mechanical Means). (Compacted thickness 7.5 Cm.)

Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (By Mechanical Means)

Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. including cost of bitumen, all material, labour etc. required for complete of the work. (By Mechanical Means)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by mechanical means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 including cost of bitumen, all material, labour etc. required for complete of the work. ((By Mechanical Means Brought from Hot Mix Plant, laid and finished by Paver Finisher).

Providing and laying seal coat by mechanical means with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (By Mechanical Means). including cost of bitumin, all material, labour and T&P required for completion of work. (Brought from Hot Mix Plant, laid and finished by Paver Finisher).

Brick Edging on both sides of the road of first Class (M-150) brick on edge laid with mud mortar including labour and 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.

Earth work in filling in ordinary soil with dressing and manual compaction i/c 1.50m lift and avg. lead up to 600m including all cost of Material, labour, T&P etc. complete.dressing and ramming the excavated earth directed by the Engineer-In-Charge.