Np phaphund ke mo barkitola ke samudayik kendra esa m room and boundry wall ka desmental and new boundry wall teen shed ke nirman karya hetu earth filling karyathana ki boundry wall ka nirman karya

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR 15.30

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.DSR 15.7.4

E/w in excavation in foundation in ordinary soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251

Cement concrete with 1:6:12 in 40 mm guage brick ballast, fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under C.C. including supply of all material , labour and T&P etc required for proper completion of word as per SI. No. 273.

M-150 class brick work in 1:6 cement & coarse sand mortar in foundation up to plinth as per SI.305 No.

M-150 class brick work in 1:4 cement & coarse sand mortar in Super stucture as per SI. No.305 NS

R.C.C. work in 1:2:4 ratio of cement & coarse sand and 20 mm guage stone grit for piller column including all complete SI. 283

12 mm thick plaster in 1:4 cement and coarse sand i/c all alabour and material T&P etc complete.

M.S. Iron work in R.C.C. i/c all completer for Beam

Eathwork in embenkment mechanically compactod to 85% soil excavation to be in the from of regular pits not exceeding. Cartage of earth up to 8.0km. {D.S.R chapter 1 (1.1.2)

construction of 20.00mx12m shed with plateform