tender for special repair of ghiror kurawali raod to lakhora auncha via belahar road - water bound macadam-(g-3) - providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. excluding gst. 2 tack coat on bituminous surfaces - providing and applying tack coat with bitumen vg-10 using emulsion pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom.. excluding gst. 3 open - graded premix surfacing - providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. excluding gst. 4 case - ii : type b - providing and laying of premix sand seal coat with hmp of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. excluding gst. 5 construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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. excluding gst. 6 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge.add extra on item no. 253 above for 3 km cartage earth 7 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge. 8 1- the materials and hmp plant can be provided atthe following rates on the request of contractor.a-hmp@ 723per tonnage.b- cartage of mix@ 6.8per tonne per k.mc- shifting of machinery @ 610per km.