Pilibhit Road par sthit Barrier-02 se Suresh Sharma Nagar Chauraha tak, Chainage 0.000 se 3.500 tak 6-Lane hetu Chaudaikaran evam Sudridhikaran ka karya.

Part-A Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (For Compaction of earth)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cated Earth work lead for 8 km.)

Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (lead upto 8 km. )

Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.70 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom.

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 4.0 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.