Renewal work of service road of Naqipur Distributary from km. 0.000 to km. 0.800 under Sub Division-I, Eastern Ganga Canal Construction Division-6, Najibabad in District Bijnor for financial year 2024-25

Amount

Earth work in backfilling for making proper channel section in all type of soil dressing, manual compaction including 1.50 m lift and 600 m lead of earth, labour, all T&P etc complete

Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification (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).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 (A) By Mechanical means

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 0.70 to 1.00 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 completion of 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 completion of work. (By Manual Means).

Providing and laying seal coat with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade ,using Type B as per Technical Specification Clause 510 including cost of bitumen, all material, labour and T&P etc. required for completion of work. ( By Manual Means)

NEERAJ KUMAR RATHI

SHEESHPAL SINGH CONTRACTOR

SANDEEP KUMAR SINGHAL