Improvement of road by C.C white topping from jalkal head quarter gate no-2 to tanker filling point and upto pump house under zone-4.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as perTechnical Specification clause 301.4.

Construction of Granular sub base (G.S.B.) by Providing closed graded material, spreading in uniform layer with motar grader on prepared surface mixing by mix In place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H Specification 401

Cement concrete pavement construction f un-reinforced, dowel jointed, plain cement concrete pavement over a prepaed with grade cement @ 430 kg per cum, coarse and fine aggregate condorming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and cixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuos operation including provision of contraction, expansion, construction and longitudinal joints, joint filler separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tierod, admixtures as approved, curing compound, finishing to lined grades as per drawing

Laying of Plastic sheet of 125 micron plastic sheet.(SOR-CH No.1-Sr. no. 37A)

Disposal of earth and malwa upto 10 km from site including loading and unloading etc. all complete

Add 18 % G.S.T.

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