Widening and strengthening work on the Lalganj-Bhira road (ODR) in district azamgarh from km 0.775 to km 11.625

Clearing and Grubbing Road Land. Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used or auctioned up to a lead of 1000 m including removal and disposal of Top organic soil not exceeding 150 mm in thickness. As per MORTH Specification No-201

Excavation in soil using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment location within all lift and lead. as per MoRTH specification No. 301

Construction of Embankment with Material obtained from Borrow pits :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , spreading grading to required slope and compating to meet requirement of table 300-2 up to 2.00 Km.

Construction of Embankment with Material Deposited from Roadway Cutting 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 As per MORTH Specification No-305

G.S.B. Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete As per MORTH Specification No-401

WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification No-406

Prime Coat 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 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications

Dense Graded Bituminous Macadam Grading-IInd Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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.

Tack Coat IInd on Bituminous Surface Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH Specification No-503

Bituminous Concrete Grading-IInd Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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. 507 complete in all respects