Vidyalay me Tuti Boundriwal Ka Nirman Karya

Excavation in foundation in ordinary soil as directed by the Engineer-incharges.as per SI.No. 251

Foundation concrete 1:6:12 with cement Fine sand and 40 mm Brick ballast in all complete as per PWD SI.No. 273

Class-150 brick work in 1:4 cement and C/sand of 1.25 fineness modukus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of work. As per SI.No. 305b

R.C.C. work in 1:2:4 with cement C/sand and 20 mm stone grits. As per SI.No. 283

R.C.C. work in 1:2:4 with cement C/sand and 20 mm stone grits. As per SI.No. 288

Mild steel for re-inforcement as per SI.No. 504b

Class-150 brick work in 1:4 cement and C/sand of 1.25 fineness modukus mortar in foundation and supurstructer including supply of all materials labour and tools and plants etc. required for proper completion of work. As per SI.No. 305b+309

12 mm. thick plaster with Cement, C/sand in 1:3 mortar supply of all materials labour T&P etc requried for proper completion of work Sl No. 583

One priming coat and two coat of aoil bound distemper on new work including supply of all material labour and T&P etc complete as per SI.No. 649, 650

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