VIKAS KHAND KUNDARKI KE GRAM SHEKHUPURA KHAS ME SARKARI NAL SE SHIV MANDIR KI OR CC ROAD NIRMAN KARYA

Construction or embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required along and compacting to meet requirement to Tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 31.5 for cartage earth 3 km

Providing, laying. Pridreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and bromming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity grading 3 as per technical specification clouse 405 g 3

Construction of un-reinforced, plan cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clouse 150.1.2.2M-30 (Grade), coarse an using curring compound (where speecified) and water finishing to lines and grade as per drawing and technical specification clouse.

Construction OF UN-REINFORCED, DOWEL JOINTED AT EXPANSION AND CONSTRUCTION JOINT ONLY, PLAIN CEMENT CONCRETE PAVEMENT, THICKNESS AS PER DESIGN, OVER A PREPARED SUB BASE, WITH 43 GRADE CEMENT OR ANY OTHER TYPE AS PER CLOUSE 1501.2.2 M-30 (Grade), cvoarse an using curing compound drawing and technical specification clouse 1501.

S/F of sign board