Name of Work:Renewal work of Sahjanwa Bakhira Road (ODR)By HMP in Distt Gorakhpur in FY 2025-26
Sl. No.
Item Description
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Road Work
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Providing , laying , spreding and compacting graded stone aggregate (WMM) after mixing with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform single layers on sub base / sub grade and compacting with the road roller to achieve the disired density . as per MORT&H specification no.406
3
Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface , mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface
4
Providing and applying tack coat with bitumen VG-10using Bitumen pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per Technical Speicification Clause 503 (ii)
5
Bituminous ConcreteProviding and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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. 507.5.5 B complete in all respectsas per MoRT&H Specification Clause 509 complete in all respects.
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Providing andlaying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bed as perIRC 35 inclduing cost ofall materials , labour , Machinaries , T&P etc. requared for peoper completion of work i/c all other charges and taxes . The finishied surface to be level uniform and free from streks and holes as per MORTH specification no.803
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. for Patri work as per SI 253
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