GT ROAD KOTHARA SE KALECTAR OJHA KE GHAR KI OR CC ROAD NIRMAN KARY

Construction embankment with approved meterial obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirerment of Tables 300.1 and 300.2 with a lead upt 1000 m as per Tachnical Specification Clause 301.5 patri

Construction of Graunlar sub base by providing well graded material speading in uniform layers with mother grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the desired densify complete a per Clause 401

Provding laying spreading and compacting stone aggregates of specifile sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel/ vibartory roller 8-10 tones in stages to proper grade and comber applying and brooming requisite fype of screening/binding Meterails to fill-up the intersites of coarse aggregate. watering and compacting to the requrited density G-3 as per Technical Specification Clause 405

Construction of unreinforced, plain cement concreet pavment thickness 15cm overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine agregales conforming to IS . 383 maximum size of coarse aggregate not exceeding 25 mm. mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mixed design laid in approved fixed side formwork (steel) channel laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing) spreading the concrete with shoveis raes, compacted using needle screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound (where specified) and water finishing lines and grade as par drawing and Techinical Specification Clause 1501

Construction embankment with approved meterial obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirerment of Tables 300.1 and 300.2 with a lead upt 1000 m as per Tachnical Specification Clause 301.5 patri

Supply of 350 mm did N.P. 3 hume culvert as per direction of E/I

Supply & Fixing of sign board