Renovation work of canal track on the right bank from km 29.850 to km 31.414 of Rajwaha Kairana.

Water Bound Macadam Grading -2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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. (SI.No. 405.2)

Water Bound Macadam Grading -3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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. (SI.No. 405.3)

Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (S.I.No- 502I)

Providing and applying tack coat with Bitumen VG-10 ussing bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom.(S.I.No- 503)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheele 80-100KN static roller capacity, finished to required level and grades complete all specified in technical specification clause 508 and as directed by the Engineer in charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat.

E/W in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits and E/W in embankment to be in 20cm. Layers, including ramming and dressing the surface to be required levels and slopes and also includind 1.5m lift and 200m lead. The earth from cutting to be used in making embankment or to be desposited as spoil bank within 30m distance as directed by Engineer-in-Charge.