Vaishya Samaj ke Anteshti(Samshan) ka Nirman Karya.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c)

Supply and laying of sand including supply of all materials T&P etc labour required for the proper completion of the work.

P/L of C.C in 1:6:12 (1 cement :6 f.sand:12 stone ballast) including supply of all materials T&P etc labour required for the proper completion of the work. (As per S.i. No-273 a)

Class -150 brick work in 1:4 cement and coares sand mortar.(As per S.I. No-305)

12mm thick plaster on brick work in 1:3 cement and coare sand mortar.(As per S.i. No-583)

R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a

M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.

Birla Putty all complete (As per S.I. No- 15.26)

Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 ltr/10 sqm of approved make and quality on wall with two or more coat to give an even coat etc including cost of all material, Labour, T&P etc. complete required for proper completion of the work..( As per S.I. N0- 15.23)