Widening and Strengthening work of Bandhawa Kuwarpur Madhupur road (ODR) Km 1 to 9(200) in District Jaunpur

Construction of embankment with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Diversion (Including all T&P, labour cess etc. but excluding G.S.T.)

GSB - Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motor grader at OMC, and compacting with Soil campactor roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying, spreading and compacting graded stone aggregate to wmm with 4% OPC with water at OMC Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with graders cemented Base in sub base/Base course on well prepared surface and compacting with vibratory roller to achieve the ucs as specified by Entineer in charge.(Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 Soil campactor roller to achieve the desired density. As per Technical Spec. Clause 406 For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying primer coat with SS grade bitumen emulsion 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. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (Including all material, T&P, labour cess etc. but excluding G.S.T.)