Widening and Strengthening Work of Gosaipur-Sewai Nala-Gaurabadshahpur-Araa (O.D.R.) Road Ch 0.000 to 10.400

Clearing & grubbing road land including uprooting wild vegitations grass, bushes, scrubs, sapling & trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviseable materials and stacking of serviseable material to be used or octioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Claise 201 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 300-2. (Including all T&P, labour cess etc. but excluding G.S.T.)

Construction of Embankment with Material obtained from Right of way:- 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. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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(Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC and 4% cement (OPC) in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including cost of all material, T&P, Labour, all taxes and labour cess etc but Excluding G.S.T. )

Providing and applying primer coat with SS 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 bituminous concrete (Grade-2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M35) 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.)