Widening and strengthening work on the Bahraich Banda City Road (Starting from Kalu Kuwan Crossing to Mahokhar Bypass Length- 4.00 km

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16)

Compaction of embankment with approved materials deposited at site from road way cutting (Trench Cutting) and excavation of foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305 The Rate is Including Labour Cess.

Shifting of Excavated Earth up to 1 Km. for use in Embankment.

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .

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

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .

Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I)

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503

Providing and laying bituminous concrete with 100-120 tonne per hour capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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 specificationclause No. 507 complete in all respects (Grade-II)

Earth filling in patri in embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Lead-4km)