construction of road at ward no . 82 st colony . , excavation foundation earth , soils of all types and gravel and soft murum including removing the excavated material up to a distance of 50mtrs . and lifts beyond the buildimg area stacking and spreading directed normal dewatering preparing the bed for foundation and excluding backfilling , ramming watering ( including shoring and structing ) etc . complete ( lift 0 to 1 . 5 m ) by manual means bda 1 21 . 02 bd -a 1 page no . 259 ( ssr no . : 21 . 02 ) , supplying hurd murum /kankar at the road site including convying and stcking etc . complate as morth 305 2 . 28 morth 402 ( ssr no . 2 . 29 ) , spreading hard murum for side with etc . morth 408 2 . 28 morth 402 ( ssr no . 2 . 30 ) , construction of granulair sub base by providing course graded material mixing in a mechanical mix plant at omc carrige of mix material work site spreading in a uniform layers with motor grader/paver on prepared suface and compacting with vibratory power rolles achive the desired denity comp . as per clause 401 plant mix method and grading -iii material morth401 . 3 . 02 morth 202 ( ssr no 3 . 02 ) , providing and laying casting in situ /redy mix cement concret in m-10 of trap /granite /qurtzite gniess /metal for foundition and bedding including balling out water from work laying pumpng compacting roughning them if spacial finish is to be proivieded finshing if requiar and curing complete with fully automatic . micri processr based plc with scada reversable drum type mixer/concret batch mix plant ( pan mixer ) etc . complete . with natural vsi quality artificail sand bd e 1 24 . 01 bd e 1 page no . 287 ( ssr :24 . 01 ) , providing laying in situ m30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to is:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0 . 60x0 . 6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same thouht curing period by any other method approved by engineer in charge ( initial lead of 5 . 00 km for raw material up to plant site ) spec no . m . o . r . t . and h 2013 ci 602 p . n . 263 morth 602 5 . 01 mprth 602 ( ssr no:5 . 01 )