providing various development work near vaishnavi stationary lane at ward 95 , excavation for roadway in earth , soil of all sorts , sand , gravel or soft murum including dressing section to the required grade , camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m . and spreading for embankment or stacking as directed . , conveying materials obtained from road cutting including all lifts , laying in layers of 20cm to 30cm . breaking clods , dressing to the required lines , curves , grades and section , watering and compacting to not less than 97% of standard proctor density for a lead of over 50m . to 300m . inclusive from the site of excavation to the site of deposition asdirected . , providing soling using 80 mm size trap metal in 15 cm . layer including filling voids with crushed sand/grit , ramming , watering etc . complete . , providing and laying cast in situ/ready mix cement concretein m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water , formwork , laying/pumping , compacting , roughening them if special finish is to be provided , finishing if required andcuring complete , with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant ( pan mixer ) etc . complete . with natural sand/v . s . i . quality artificial sand , providing and laying in-situ m30 grade unreinforced plain cement concrete pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to is 383 , using fine and coarse aggregates combined gradation asper table 600-3 of morth specification 2013 , mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design , admixtures , transporting to site , spreading , laying with approved makepaver , compacted and finished in a continuous operation , finishing to lines and grades as directed by engineer-incharge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0 . 6m x 0 . 6m centre to centre , admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge , providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m . including all lifts , laying in layers of 20cm . to 30cm . thickness breaking clods , dressing to the required lines , curves , grades and section , watering and compaction with vibratory roller with v-sat attachment to achieve notless than 97 % of standard proctor density etc . complete