tender for providing and fixing paver block at road side from kulswamini mangal karyalay to mata mandir ward no . 62 , excavation for pavement road way in earth soil of all types sand gravl soft murum including dressing section to required grade , camber , and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m . and spreading for embankment or stacking etccomplete as directed by engineer in charge . spec . no . :rd . 3 ssr / 2017 -18 / pg . 23 / it . 2 . 25 / sr . no . 102 , 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 as directed . ssr / 2017 -18 / pg . 23 / it . 2 . 25 / sr . no . 102 , providing soling using 80 mm size trap metal in 15 cm . layer including filling voids with crushed sand / grit , ramming , watering etc . complete . , construction of granular sub base by providing close graded material mixing in mechnical mix plant at omc , carriage of mixed material to worksite spreading in uniform layers with motor grade on prepared surface and compacting with vibratory powerroller to achive the desired density , complete as per morth clause 401 ( by plant mix method ) pwd / dsr / p248 / i927 construction of granular sub base 2 , construction of dry lean concrete sub bas over a prepared sub-grade with coarse and fine aggregate not exceeding 25 mm , cement content not to be less than 150 kg / cum , optimum moisture content to be determined trial length construction , concrete strength not to be less than 10 mpa of 7 days , mixed in batching plant / weigh batch mixer , transported to site with all leads and lifts , laid with electronic sensor / by suitable means as approved by engineer in charge compacting with vibratory roller , finishing , curing and including preparation pf sub-grade surface if required etc . complete . ssr / 2017-18 / p43 / i5 . 13 / sr . no . -190 . , providing and laying in-situ m30 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand / vsi grade finely washed crushed sand ) conforming to is 383 , using fine and coarse aggregates combined gradation as per 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 make paver , compacted and finished in a continuous operation , finishing to lines and grades as directed by engineer-in-charge 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 . ssr 2018-19 , royalty charges