GRAM PANCHAYAT GAHAMAR UCHCH PRATHMIK VIDYALAYA GAHMAR ME SHAUCHALAYA NIRMAN KARYA

site clearance i/c cutting grasses brushes and small trees i/c its removal from site of work.Mort 2.1

E/W in excavation in foundation ordinory soil with single i/c 1.5mtr lift and lead upto 30mtr and i/c filling watring and ramming of excavated earth into the space between the building and the side of foundation trenches or into plinth and removel and disposel of surplus earth as directed by the engineer incharge upto a distance of 30mtr from the foundation trenches asper SI no.251

L/sand filling into foundation and plinth i/c s/o sand labaur etc complete as per si no.255

Cement concreat in foundation and base with 1:4:8 in cement, C-sand and 40mm gauge brick ballast i/c supply of the material labour T&P etc. as per SI no. 275

M-150 B/W with 1:6 cement and F-sand morter in Foundation i/c all labaur material t&P as si no 303,

E/w in cutting and filling in ordinory soil i/c a cortage of 1 km distance including all complete of work.acs per SI no.253

R.C.C.work in plinth band with cement, c-sand and 20mm dalla grit in proportion of 1:2:4 in slab excluding supply of reinforcement i/c all labaur material T&P as per SI no.283

M-150 B/W with 1:6 cement and c-sand morter in super structure for one brick thickness i/c all labaur material t&P as si no 303+309+310

M-150 B/W with 1:4 cement and c-sand morter in super structure for (1/2thick brick) i/c all labaur material t&P as si no 305+309+310+310a

R.C.C.work in lintel band with cement, c-sand and 20mm dalla grit in proportion of 1:2:4 in slab excluding supply of reinforcement i/c all labaur material T&P as per SI no.283