VIKAS KHAND KUNDARKI KE GRAM MOHAMMADPUR BASTOUR ME Z. P. KI CC SE TUBWELL KI OR CC KARYA

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required of tables 300 and 300.2 with a lead upto 1000 m as per technical specification clouse 301.5

providing laying, spreading and compacting stone aggregate of spesific sizes to water bound macadam specification including spreading in uniform thickness. Hand packing rolling woith smooth wheel roller 80-100 kn in stage to proper grade and comber applying and brooming stone screening to fill up the interetics dencity grading 3 as per technical specification clouse 405.

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.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per technical specification clouse 302.3

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per technical specification clouse 302.3

1:4"8 P.c.c. in foundation with cement coarse sand and 4cm stone ballest complete in all respect s.i. no 281

brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clouse 600, 1202 & 1203 (1:4)

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